The URL can be used to link to this page

PARK-MLB-6<.y.., t / rr _�, it �: ,��, ,.,•r� r /, /i, / PROJECT DATA PRO //� r_, ,,," ,,, ,._ -.. _.r,._. r ., � ,,,, ;! "..,, it ,,,.,.. ,. x•�., ,, ,;.. ,,,, / „„ Ti ,.� /� / /rrirrri " [��i % / %j /! %/r „ / " % % % %j / % " �� ' "" PROJECT NAME: MOONLIGHT STATE BEACH IMPROVEMENTS 4 °' OWNER: CITY OF ENCINITAS VIA LEASE A !: FROM STATE OF CALIFORNIA iu '•� I,. i .;r ,, qZ „, „o$ .id p ikR 84 £�n5'4�";' 'ijtir '" alY "'ip,p P� n a\ � �•xF a � aa�*`a F� a y * � , PROJECT ADDRESS: CONCESSION BUILDING 386 C STREET LIFEGUARD STATION /GAR AGE a 400 C STREET 3 3 g m� s• „ „'' 9r„ VOLLEYBALL COURT AREA sr�m 1t' 400 B STREET �• � ... "'.,�. -. o-d�w. � �. ; by � - ° r ��l UPPER PARKING LOT CONCESSIONS ";`"` 351 C STREET s1�\ ea, .a a •,.,�n4+ emxiw,. x> ' ENCINITAS, SANDIEGO COUNTY 4 z A.P.N.: 258- 034 - 09,258 - 035 -01, It , 258 - 042 -29 , 258-042-30, 258- 051 -07 & 08. 258-052-08, 258-053-07, 258 - 054 -01 , 258- 074 -25 ZONING: DOWNTOWN SPECIFIC PLAN D -MBP STATE PARKS GENERAL PLAN AREA 2 OVERLAY ZONES. COASTAL BLUFF HILLSIDE /INLAND BLUFF CULTURAL/ NATURAL RES. APPROVALS: MAJOR USE PERMIT/ COASTAL DEVELOPMENT PERMIT, CASE # 11 -166, PC2012 -05 DESIGN REVIEW SITE AREA: 13.72 ACRES REFERENCE DWGS: 11 -166 MUP /DR/CDP 11182 -G SHEET REF NUMBER DESCRIPTION GENERAL A -0.1 GENERAL NOTES A -0.2 SYMBOLS /ABBREVIATIONS /CODE 1. THE PROJECT SPECIFICATIONS ISSUED AS PART OF A -0.4 ARCHITECT OR PROFESSIONAL ENGINEER WHO HAS 23. A PLANNING FINAL INSPECTION IS REQUIRED PRIOR TO At -1.1 THESE CONSTRUCTION DOCUMENTS IS AN INTEGRAL. REF DRAWING NO. 11182 -G BEEN DELEGATED RESPONSIBILITY COVERING THE GENERAL NOTES THE BUILDING DEPARTMENT FINAL INSPECTION. ALL DEMOLITION PLAN PART OF THE CONTRACT DOCUMENTS. ONSITE WET UTILITY PLAN WORK SHOWN ON A PARTICULAR PLAN OR GRADING PLAN BASE BID BUILDINGS SHALL BE COMPLETED AND ALL IRRIGATION, GRADING PLAN BASE BID 6OF8 GRADING PLAN BID ALTERNATE SPECIFICATIONS AND APPROVED BY THE GOVERNING SECTIONS & DETAILS LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL PLAN AGENCY. LANDSCAPE COMPLETED PRIOR TO SCHEDULING THE INSPECTION, LANDSCAPE SITE PLAN MAINTAINING THAT ALL WORKMANSHIP, MATERIALS AND HARDSCAPE LAYOUT AND GENERAL NOTES AND PLUMBING SCHEDULES FURNISHINGS PLAN - NORTH 1-1 -3 HARDSCAPE LAYOUT AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE 13. CONTRACTOR SHALL ENSURE ALL FINISH MATERIALS BE 24. A CERTIFICATE OF COMPLETION FOR ALL LANDSCAPE FURNISHINGS PLAN - SOUTH BASE BID APPLICABLE CODES AND FEDERAL REQUIREMENTS AND HARDSCAPE LAYOUT AND FLUSH WHERE NEW FINISH SURFACE MATERIAL JOIN FURNISHINGS PLAN - SOUTH BID ALTERNATE IMPROVEMENTS SHALL BE COMPLETED WITHIN 10 DAYS ELEVATION AND SECTIONS REGULATIONS. HARDSCAPE DETAILS EXISTING TO PROVIDE SMOOTH TRANSITION. HARDSCAPE DETAILS OF THE INSTALLATION OF ALL LANDSCAPING AND HARDSCAPE DETAILS L1 -9 HARDSCAPE ENLARGEMENT 12 -1 IRRIGATION PLAN IRRIGATION. 3. THE CONTRACTOR SHALL VISITTHE SITE AND VERIFY 14, SAFETY GLAZING IN HAZARDOUS LOCATIONS SUCH AS 25. NO CONSTRUCTION ACTIVITIES SHALL BE ALLOWED IRRIGATION DETAILS ALL DIMENSIONS PRIOR TO SUBMITTING A BID. THE IRRIGATION DETAILS GLASS DOORS, GLAZING ADJACENTTO SUCH DOORS PLANTING PLAN DURING THE PEAK SUMMER SEASON (BETWEEN PLANTING PLAN CONTRACTOR IS ALSO RESPONSIBLE FOR OBTAINING PLANTING LEGEND AND NOTES AND GLAZING ADJACENT TO WALKWAY SURFACES TO PLANTING DETAILS MEMORIAL DAY AND LABOR DAY). ARCHITECTURAL ALL REQUIRED PERMITS. S ITE COMPLY WITH SECTION 2406 AND 2406.4.6 C.B.C., SITE DEMO PLAN - BASE BID & BID ALT 1 AS -1.2 SITE PLAN - NEW - BASE BID & BID ALT 1 AS -L3 SITE PLAN - ACCESSIBILITY APPLICABLE EDITION. 26. (NOT USED) 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING E1 -0.1 CONDITIONS, GRADES. ELEVATIONS AND DIMENSIONS 15. CONFIRM LOCATION OF ALL ELECTRICAL OUTLETS, 27, FUEL EFFICIENT VEHICLE PARKING WILL BE PROVIDED IN A -6.2 BEFORE STARTING WORK. THE ARCHITECT SHALL BE THERMOSTATS, DATA: FIRE ALARM, TELEPHONE, AND A -63 ACCORDANCE WITH CGC SECTION 5.106.5.1. THE E1-0.3 NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR A -6.4 OTHER LOW- VOLTAGE DEVICES WITH ARCHITECT PRIOR SPECIFIC DETAILS FOR THE PARKING MUST BE A -6.5 INCONSISTENCIES. TO ELECTRICAL ROUGH -IN. A -6.6 SUBMITTED AND APPROVED BY CITY PLANNING E9.0 SITE PLAN - ELECTRICAL A -6.7 OPENING DETAILS E1 -1.1 DEPARTMENT. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF 16. ALL ITEMS INDICATED ON THE DRAWINGS ARE NEW A -6.9 DETAILS E1-12 ALL EXISTING UTILITY SERVICES IN THE AREA TO BE UNLESS OTHERWISE NOTED. 28. EXTERIOR LIGHT POLLUTION MUST COMPLY WITH CGC EXCAVATED PRIOR TO THE BEGINNING OF EXCAVATION. E1 -2.0 ELECTRICAL DETAILS SECTION 5.106.8. E2 -04 THE CONTRACTOR SHALL PROTECT ALL UTILITY LINES, 17. DURING CONSTRUCTION, A MINIMUM 16 -FOOT WIDE CALCULATIONS SP2 SERVICE LINES TO REMAIN WHICH ARE ENCOUNTERED E2 -1.3 ENTRY DRIVEWAY SHALL BE PROVIDED AT ALLTIMES AT 29. SUBMIT TO THE ENGINEERING DEPARTMENT OR OTHER DURING CONSTRUCTION. S1.0 B' STREET ENTRANCE AND /OR 'C' STREET ENTRANCE AGENCY THAT REGULATES CONSTRUCTION WASTE FOUNDATION PLAN WITH A MINIMUM OF ONE ENTRYWAY TO THE BEACH S1.1 MANAGEMENT A WASTE MANAGEMENT PLAN THAT 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTROOM /CONCESSION STAND AVAILABLE AT ALL TIMES, THE ACCESS ROAD (AT BEACH OUTLINES THE ITEMS LISTED IN CGC SECTION 5.408.2. ROOF PLAN ENFORCEMENT OF FEDERAL AND STATE OF CALIFORNIA OVERVIEW LEVEL) LEADING FROM 'B' STREET TO'C' STREET SHALL DETAILS EGD.01_1 SIGN LOCATIONS/ ELEVATIONS OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION DETAILS BE MAINTAINED AT A MINIMUM 16 FEET WIDE UNTIL 30, A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BE DETAILS REQUIREMENTS AND REGULATIONS. SUCH TIME THAT THE ROAD IS WIDENED TO FINAL WIDTH DETAILS RECYCLED. CGC 5.408.3 18. SIGN TYPE A OF 24 FEET. THE TEMPORARY EMERGENCYACCESS SIGN TYPE B S2.O 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SIGN TYPE C ROAD SHALL BE ALL WEATHER SURFACE AND SUPPORT 31, NOTE THAT 100% OF TREES, STUMPS, ROCKS, SIGN TYPE D SCALE SHOWN ON PLANS, SECTIONS AND DETAILS, FOUNDATION PLAN - DOUBLE TRASH ENCLOSURE THE WEIGHT OF A FIRE APPARATUS (75,000 LBS.). PER SIGN TYPE E VEGETATION AND ASSOCIATED SOILS PRIMARILY FROM PLAN & DETAILS SPECIFIC NOTES AND DETAILS SHALL TAKE SIGN TYPE F CFC SECTION 503.4 AND 503.2.1 AMENDMENT THE CONSTRUCTION WILL BE REUSED OR RECYCLED. SIGN TYPE G PRECEDENCE OVER GENERAL NOTES AND TYPICAL MECHANICAL CGC 5.408.4 - - DETAILS. 18, NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED M1 -0.2 MECHANICAL SCHEDULES AND 1 OF ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED 32. NOTE ON THE PLANS THAT A BUILDING SYSTEMS 8. SPECIFICATIONS SHALL TAKE PRECEDENCE OVERTHE Ml-03 BUILDING IDENTIFICATION PLACED IN A POSITION THAT MANUAL" AS LISTED IN CGC SECTION 5.410.2.5 SHALL BE M1 -11 MATERIAL NOTES AND DRAWINGS. IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR DELIVERED TO THE BUILDING OWNER OR ROAD FRONTING THE PROPERTY, THESE NUMBERS REPRESENTATIVE AND THE FACILITIES OPERATOR. 9. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS SHALL BE A MINIMUM OF 4" INCHES HIGH WITH A FURTHER, THE `„SYSTEMS MANUAL' SHALL CONTAIN THE ELEMENTS OF THE WORKING DRAWINGS AND /OR MINIMUM STROKE OF .5 INCHES. WHERE ACCESS IS BY REQUIRED FEATURES LISTED IN CGC SECTION SPECIFICATIONS SHALL BE BROUGHT TO THE MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT 5.410.2.5.1. ATTENTION OF THE ARCHITECT IMMEDIATELY BEFORE BE VIEWED FROM THE PUBLIC WAY. A MONUMENT, POLE PROCEEDING WITH ANY WORK SO INVOLVED, NO OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY 33, DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE CHANGES ARE TO BE MADE UNLESS THE ARCHITECT THE STRUCTURE. TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE AND THE OWNER ARE NOTIFIED IN WRITING AND COVERED. CGC 5.504.3. APPROVE SUCH A CHANGE ACCORDING TO THE 19. 'KNOX" KEY BOX SHALL BE INSTALLED AT THE FRONT OF CONTRACT. THE BUILDING. MOUNTING HEIGHT SHALL BE MINIMUM 34. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN 60 AND MAXIMUM 70 INCHES ABOVE FINISHED GRADE. SECTION 5.504.4 AND TABLES 4.5041, 5.504.4.1 5.504.4.2, 10. PROVIDE AND INSTALL BACKING AT ALL INDICATED PROVIDE KEYS TO FIRE DEPT, TO PLACE IN KNOX BOX 5.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, FIXTURES, TOILET ACCESSORIES, SIGNS, HANDRAILS, FOR EMERGENCY ACCESS. CFC 506.1 AMENDMENT PAINTS AND COATINGS, CARPET AND COMPOSITION ETC. LOCATIONS. WOOD PRODUCTS. CGC 5.504.4. 20, ON EACH FLOOR PROVIDE A MINIMUM OF ONE (1) 11. DURING CONSTRUCTION PERIOD, MATERIALS OF 2A -1 OBC MINIMUM RATED FIRE EXTINGUISHER PER 3,000 35, INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE CONSTRUCTION SHALL BE SPREAD OUT IF PLACED ON SQUARE FEET. TRAVEL DISTANCE NOT TO EXCEED 75 SUPPRESSION SYSTEMS WILL NOT CONTAIN CFC'S OR FRAMED FLOORS OR ROOF. THE LOAD SHALL. NOT FEET. HALONS, PER CGC 5.508.1 EXCEED THE DESIGN LIVE LOADS FOR EACH PARTICULAR LEVEL. 21. ELECTRICAL - ALL CIRCUIT BREAKER SHALL BE LABELED 36. PRIOR TO FINAL APPROVAL OF THE BUILDING, THE TO CLEARLY INDICATE AREAS SERVED. THE MAIN LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN 12. ITEMS SHOWN AS DEFERRED APPROVAL ON PLANS ELECTRICAL SHUT -OFF SHALL BE IDENTIFIED WITH RESPONSIBLE CHARGE OF THE OVERALL REQUIRE SEPARATE SUBMITTALS, APPROVALS AND EITHER THE BUSINESS NAME OR THE BUSINESS CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN PERMITS FROM THE LOCAL GOVERNING AUTHORITIES. ADDRESS. BUILDING STANDARDS CERTIFICATION FORM AND INSTALLING CONTRACTOR(S) IS RESPONSIBLE FOR FURNISH TO THE BUILDING DEPARTMENT OFFICIAL TO SUBMITTING AND OBTAINING PERMITS FOR SUCH ITEMS. 22. INSTALLATION OF CONDUIT OR UTILITY PI PES IN PUBLIC BE FILED WITH THE APPROVED PLANS. AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL CONTRACTOR SHALL OBTAIN APPROVAL FROM NOT BE STARTED UNTIL DETAILED PLANS, ARCHITECT AND ENGINEER FOR EXPOSED SPECIFICATIONS, AND ENGINEERING CALCULATIONS INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT UTILITY PIPING SHALL BE RUN PARALLELTO, OR AT OR ENGINEER IN GENERAL RESPONSIBLE CHARGE OF RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL DESIGN AND SIGNED BY A CALIFORNIA REGISTERED MEMBERS, U.N.O. SHEET REF NUMBER DESCRIPTION AS -22 TRASH ENCLOSURE DETAILS AS -2.3 SHADE STRUCTURE AND DETAILS AS -24 SITE DETAILS AS -2.5 SITE DETAILS REVISIONS APPROVED L DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT ZKPRD DWG5 03 IO.l4 0902 ACAD FILE NO. Stephen Dalton Architects, INC. - - -- A01 - -- - 444 South Cedros Studio 182 CITY PROJECT NO: Solana Beach CA 92075 t'. 858.792.5906 / f 858 792 5916 r 5 �� IN x ! My GENERAL A -0.1 TITLE SHEET A -0.2 SYMBOLS /ABBREVIATIONS /CODE M1 -20 ANALYSIS /GOVERNING CODES A -0.4 CONCEPTUAL STAGING PLAN A -0.5 CONCEPTUAL STAGING PLAN At -1.1 CIVIL REF DRAWING NO. 11182 -G 1 OF8 GENERAL NOTES 2 OF 8 DEMOLITION PLAN 3 OF 8 ONSITE WET UTILITY PLAN 4 OF 8 GRADING PLAN BASE BID 5 OF 8 GRADING PLAN BASE BID 6OF8 GRADING PLAN BID ALTERNATE 7 OF 8 SECTIONS & DETAILS B OF 8 SECTIONS, DETAILS & STRIPING 9 OF 9 EROSION CONTROL PLAN UPPER ROOF PLAN LANDSCAPE L1 -1 LANDSCAPE SITE PLAN 11 -2 HARDSCAPE LAYOUT AND GENERAL NOTES AND PLUMBING SCHEDULES FURNISHINGS PLAN - NORTH 1-1 -3 HARDSCAPE LAYOUT AND PLUMBING SCHEDULES FURNISHINGS PLAN - MIDDLE 11 -4.1 HARDSCAPE LAYOUT AND SITE PLAN - PLUMBING FURNISHINGS PLAN - SOUTH BASE BID L1 -4.2 HARDSCAPE LAYOUT AND FLOOR PLAN -WASTE FURNISHINGS PLAN - SOUTH BID ALTERNATE 11 -5 ELEVATION AND SECTIONS 1-1-6 HARDSCAPE DETAILS 11 -7 HARDSCAPE DETAILS 11 -8 HARDSCAPE DETAILS L1 -9 HARDSCAPE ENLARGEMENT 12 -1 IRRIGATION PLAN 12 -2 IRRIGATION LEGENDS & NOTES 12 -3 IRRIGATION DETAILS L2 -4 IRRIGATION DETAILS 1-2 -5 IRRIGATION DETAILS L2 -6 IRRIGATION DETAILS 1-3 -1 PLANTING PLAN L3 -2 PLANTING PLAN L3 -3 PLANTING LEGEND AND NOTES L3 -4 PLANTING DETAILS ARCHITECTURAL INTERIOR ELEVATIONS S ITE AS -1.1 SITE DEMO PLAN - BASE BID & BID ALT 1 AS -1.2 SITE PLAN - NEW - BASE BID & BID ALT 1 AS -L3 SITE PLAN - ACCESSIBILITY AS -2.1 TRASH ENCLOSURE PLAN AND ELEVATIONS AS -22 TRASH ENCLOSURE DETAILS AS -2.3 SHADE STRUCTURE AND DETAILS AS -24 SITE DETAILS AS -2.5 SITE DETAILS REVISIONS APPROVED L DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT ZKPRD DWG5 03 IO.l4 0902 ACAD FILE NO. Stephen Dalton Architects, INC. - - -- A01 - -- - 444 South Cedros Studio 182 CITY PROJECT NO: Solana Beach CA 92075 t'. 858.792.5906 / f 858 792 5916 r 5 �� IN x ! My PUBLIC WORKS ENGINEERING BY BY: --- _ g -z3 DATE: IL -__ DATE: ADDITIONAL REFERENCES: CSFM #: 01 -37 -11 -0088 SDG &E PROJ # 252829 -020 DEFERRED APPROVALS 1. FIRE ALARM SYSTEM 2, SHADE STRUCTURE AREA TABULATION EXISTING PROPOSED DIFF BUILDINGS RESTROOMS 625 SF 3,515 SF 2.890 SF CONCESSION 600 SF -600 SF GARAGE 956 SF 956 SF LIFEGUARD STATION 465 SF LANDSCAPE 24.'270 SF 20,712 SF -3558 SF SAND 26 68t, 28,532SF 1,847 SF PEDESTRIAN PAVING 26.630SF 25,013SF -1 617 SF STREETS 3.763SF 3,845SF 82 SF -- -- TOTAL (LIMIT OF WORK) 82.573 SF 82573 SF LOT AREA 264.805 SF BUILDING AREA 4,956 SF LOT COVERAGE 2% PARKING - MOONLIGHT 286 CARS 286 CARS STATE BEA CH BOUNDARY STATE FIRE MARSHALL BY _2AkUt�1_ -� �} - -- DATE: CALIFORNIA STATE FIRi MARSHAL APPROVED Approv81 of this plan does not suthodze or approve any omission or deviation from 8Pplloable regUla dons final approval is subject to field inspedow One t of approved plans ri I" •dlnble On t e project SRO at ad limas. Revi ell ACCESSIBILITY BY: 54" , f.tt . . � ., DATE: .�&I .Afir-__. - -- -- __- r1PK accass cvMrLwNCS 175v1tw I ACCESSIBILi1Y Si la9vlawer Da e L r CITY OF ENCINITAS ( VIA CA STATE LEASE) 505 S. VULCAN AVE. ENCINITAS, CA 92024 760/ 633 -2743 CONTACT: MICHAEL STAUFFER, PARKS AND RECREATION DEPARTMENT ARCHITECT STEPHEN DALTON ARCITECTS, INC 444 SOUTH CEDROS, STUDIO 182 SOLANA BEACH, CA 92075 858/ 792 -5906 LANDSCAPE MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 FALCON STREET, SUITE C SAN DIEGO, CA 92103 619/ 688 -0637 CIVIL PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101, SUITE A SOLANA BEACH, CA 92075 858/259 -8212 STRUCTURAL HOROWITZ TAYLOR KUSHKAKI 14288 DANIELSON STREET, SUITE 200 POWAY, CA 92064 858/679 -8989 MECH. /ELEC. /PLUMBING SALEHI ENGINEERING, INC. 8360 CLAIREMONT MESA BOULEVARD, SUITE 111 SAN DIEGO, CA 92111 858/277 -5551 GRAPHICS CONSULATNT McCulley Design Lab 224.a SOUTH CEDROS AVENUE SOLANA BEACH, CA 92075 858/ 756 -1807 DRY UTILITIES - Power Plus 508 W. Mission Avenue, Ste. 209 Escondido, CA 92025 760/781 -3956 SCOPE OF WORK DEMOLISH AND REMOVE EXISTING RESTROOM & CONCESSION BUILDINGS CONSTRUCT NEW RESTROOM & CONCESSION BUILDING CONSTRUCT NEW TRASH ENCLOSURE CONSTRUCT NEW SHADE STRUCTURE %/7\y REPLACE HARDSCAPE AT BEACH LEVEL RESTORE NATIVE LANDSCAPE TO SLOPES ALTERED DURING CONSTRUCTION MODIFY LOWER PORTION OF EXISTING PEDESTRIAN PATH FROM UPPER PARKING LOT INSTALL NEW UNDERGROUND STORM DRAIN FROM C STREET TO B STREET REPLACE EXISTING SITE WATER & SEWER UTILITIES INSTALL NEW DRY UTILITIES (POWER, DATA) BID ALTERNATE 1: CONSTRUCT LIFEGUARD GARAGE W/ PUBLIC VIEW DECK ABOVE REPLACE HARDSCAPE AT BEACH LEVEL VICINITY MAP PACIFIC OCEAN C( lF �1 * No. C25166 z ea \_5 01 -31 -13 ®.1 SHEET / OF //8 4/09/2012 100% CD 1V W ARCHITECTURAL CONT. MECHANICAL CONT. RESTROOM _/CONCE_SSION(RRC) M1 -20 MECHANICAL DETAILS A1-1.0 SLAB PLAN At -1.1 FLOOR PLAN M2 -1.2 GARAGE PLAN - MECHANICAL A1-1.2 CLERESTORY, ATTIC AND LOWER ROOF PLAN A1-1.3 REFLECTED CEILING PLAN PLUMBING A1-1.4 REFLECTED CEILING PLAN --------- - -. - -- Al -1,5 UPPER ROOF PLAN P1 -0.1 COVER SHEET (LEGEND & NOTES) P1-0.2 GENERAL NOTES AND PLUMBING SCHEDULES Al -2.1 EXTERIOR ELEVATIONS P1 -0.3 PLUMBING SCHEDULES A1-3.1 BUILDING SECTIONS 131-1.0 SITE PLAN - PLUMBING A1-3.2 BUILDING SECTIONS P1 -1.1 FLOOR PLAN -WASTE A1-3.3 BUILDING SECTIONS P1 -1.2 FLOOR PLAN -WATER A1-4.1 INTERIOR ELEVATIONS A1-4.2 INTERIOR ELEVATIONS P1 -2.1 ISOMETRIC DIAGRAM (WASTE & VENT) A1-4.3 INTERIOR ELEVATIONS P1 -2.2 ISOMETRIC DIAGRAM (WASTE & VENT) P1 -2.3 ISOMETRIC DIAGRAM (WATER) GARAGE (BID ALTERNATE 1) P1 -3.0 PLUMBING DETAILS A2 -1.1 FLOOR, ROOF AND OBSERVATION DECK PLANS Pt -3.1 PLUMBING DETAILS A2 -2.1 EXTERIOR ELEVATIONS, BUILDING SECTIONS A2 -4.1 INTERIOR ELEVATIONS P2 -1.3 GARAGE PLAN - PLUMBING (WASTE & WATER) A -5.1 WINDOW, DOOR & LOUVER SCHEDULES RICAL ELECTRICAL A -5.2 ACCESSORY SCHEDULE, FINISH SCHEDULE, - - INTERIOR DETAILS E1 -0.1 LEGEND, SYMBOLS AND NOTES A -6.1 EXTERIOR DETAILS E1-0.2 SINGLE LINE DIAGRAM AND PANELBOARD A -6.2 EXTERIOR DETAILS SCHEDULES A -63 EXTERIOR DETAILS E1-0.3 RESTROOM INDOOR & OUTDOOR TITLE 24 A -6.4 EXTERIOR DETAILS - GARAGE CALCULATIONS A -6.5 DOOR DETAILS A -6.6 OPENING DETAILS E9.0 SITE PLAN - ELECTRICAL A -6.7 OPENING DETAILS E1 -1.1 GROUND FLOOR PLAN - ELECTRICAL (LIGHTING & A -6.8 INTERIOR DETAILS POWER) A -6.9 DETAILS E1-12 CLERESTORY /ATTIC PLAN - ELECTRICAL (LIGHTING & POWER) STRUCTURAL E1 -2.0 ELECTRICAL DETAILS E2 -04 GARAGE INDOOR & OUTDOORTITLE 24 SP1 GENERAL NOTES CALCULATIONS SP2 GENERAL DETAILS E2 -1.3 GARAGE AND SECOND FLOOR PLAN - ELECTRICAL SIPS GENERAL DETAILS LIGHTING & POWER S1.0 RESTROOM /CONCESSION FOUNDATION PLAN S1.1 ATTIC /LOW ROOF FRAMING PLAN GRAPHIC S1.2 RESTROOM /CONCESSION STAND ROOF PLAN EGD.000 OVERVIEW S1.3 DETAILS EGD.01_1 SIGN LOCATIONS/ ELEVATIONS S1.4 DETAILS EGD.OL2 SIGN LOCATIONS/ PLAN S1.5 DETAILS S1,6 DETAILS EGD.00A SIGN TYPE A EGD.00B SIGN TYPE B S2.O GARAGE PLAN, FOUNDATION PLAN AND DETAILS EGD.000 SIGN TYPE C EGD.00D SIGN TYPE D S3.0 FOUNDATION PLAN - DOUBLE TRASH ENCLOSURE EGD.00E SIGN TYPE E PLAN & DETAILS EGD.00F SIGN TYPE F EGD.00G SIGN TYPE G MECHANICAL - - REFERENCE M1-0.1 MECHANICAL SYMBOLS & NOTES M1 -0.2 MECHANICAL SCHEDULES AND 1 OF ELECTRIC - GAS - TELEPHONE UTILITY COMPOSITE CALCULATIONS EXHIBIT SDG &E PROJECT #252829 -020 Ml-03 TITLE 24 CALCULATIONS M1 -11 FLOOR PLAN - MECHANICAL PUBLIC WORKS ENGINEERING BY BY: --- _ g -z3 DATE: IL -__ DATE: ADDITIONAL REFERENCES: CSFM #: 01 -37 -11 -0088 SDG &E PROJ # 252829 -020 DEFERRED APPROVALS 1. FIRE ALARM SYSTEM 2, SHADE STRUCTURE AREA TABULATION EXISTING PROPOSED DIFF BUILDINGS RESTROOMS 625 SF 3,515 SF 2.890 SF CONCESSION 600 SF -600 SF GARAGE 956 SF 956 SF LIFEGUARD STATION 465 SF LANDSCAPE 24.'270 SF 20,712 SF -3558 SF SAND 26 68t, 28,532SF 1,847 SF PEDESTRIAN PAVING 26.630SF 25,013SF -1 617 SF STREETS 3.763SF 3,845SF 82 SF -- -- TOTAL (LIMIT OF WORK) 82.573 SF 82573 SF LOT AREA 264.805 SF BUILDING AREA 4,956 SF LOT COVERAGE 2% PARKING - MOONLIGHT 286 CARS 286 CARS STATE BEA CH BOUNDARY STATE FIRE MARSHALL BY _2AkUt�1_ -� �} - -- DATE: CALIFORNIA STATE FIRi MARSHAL APPROVED Approv81 of this plan does not suthodze or approve any omission or deviation from 8Pplloable regUla dons final approval is subject to field inspedow One t of approved plans ri I" •dlnble On t e project SRO at ad limas. Revi ell ACCESSIBILITY BY: 54" , f.tt . . � ., DATE: .�&I .Afir-__. - -- -- __- r1PK accass cvMrLwNCS 175v1tw I ACCESSIBILi1Y Si la9vlawer Da e L r CITY OF ENCINITAS ( VIA CA STATE LEASE) 505 S. VULCAN AVE. ENCINITAS, CA 92024 760/ 633 -2743 CONTACT: MICHAEL STAUFFER, PARKS AND RECREATION DEPARTMENT ARCHITECT STEPHEN DALTON ARCITECTS, INC 444 SOUTH CEDROS, STUDIO 182 SOLANA BEACH, CA 92075 858/ 792 -5906 LANDSCAPE MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 FALCON STREET, SUITE C SAN DIEGO, CA 92103 619/ 688 -0637 CIVIL PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101, SUITE A SOLANA BEACH, CA 92075 858/259 -8212 STRUCTURAL HOROWITZ TAYLOR KUSHKAKI 14288 DANIELSON STREET, SUITE 200 POWAY, CA 92064 858/679 -8989 MECH. /ELEC. /PLUMBING SALEHI ENGINEERING, INC. 8360 CLAIREMONT MESA BOULEVARD, SUITE 111 SAN DIEGO, CA 92111 858/277 -5551 GRAPHICS CONSULATNT McCulley Design Lab 224.a SOUTH CEDROS AVENUE SOLANA BEACH, CA 92075 858/ 756 -1807 DRY UTILITIES - Power Plus 508 W. Mission Avenue, Ste. 209 Escondido, CA 92025 760/781 -3956 SCOPE OF WORK DEMOLISH AND REMOVE EXISTING RESTROOM & CONCESSION BUILDINGS CONSTRUCT NEW RESTROOM & CONCESSION BUILDING CONSTRUCT NEW TRASH ENCLOSURE CONSTRUCT NEW SHADE STRUCTURE %/7\y REPLACE HARDSCAPE AT BEACH LEVEL RESTORE NATIVE LANDSCAPE TO SLOPES ALTERED DURING CONSTRUCTION MODIFY LOWER PORTION OF EXISTING PEDESTRIAN PATH FROM UPPER PARKING LOT INSTALL NEW UNDERGROUND STORM DRAIN FROM C STREET TO B STREET REPLACE EXISTING SITE WATER & SEWER UTILITIES INSTALL NEW DRY UTILITIES (POWER, DATA) BID ALTERNATE 1: CONSTRUCT LIFEGUARD GARAGE W/ PUBLIC VIEW DECK ABOVE REPLACE HARDSCAPE AT BEACH LEVEL VICINITY MAP PACIFIC OCEAN C( lF �1 * No. C25166 z ea \_5 01 -31 -13 ®.1 SHEET / OF //8 4/09/2012 100% CD 1V W DRAFTING SYMBOL LEGEND TOILET FIXTURE COUNT DRAWING TITLE ESTIMATED DAILY MAX POPULATION: 6,876.9 PER DAY 1 1 = DETAIL OR DRAWING - — — — — — - ABOVE, BELOW OR HIDDEN SOURCE: CITY OF ENCINITAS PARKS AND RECREATION ce REFERENCE NUMBER DEPARTMENT 2010 DATA. INDICATES TOTAL 838,984 PEAK RR-3 SEASON VISITORS OR 6,876.9 PER DAY, POPULATION OF B _ MECH 1 V, CUTLINE BEACHGOERS FROM B STREET TO D STREET 46 S -1 _ GRID LINES STATE BEACH HOURS OF OPERATION: 4 AM TO 2 AM y 68 1 = COORDINATE IDENTIFIER LOUVER ESTIMATED PEAK HOURS (DURING PEAK TIMES OF THE (2) A = COORDINATE IDENTIFIER IDENTIFIER — YEAR): 10 AM — 6PM 09= LOUVER TYPE PEAK FIRS) (8 6876.9 TOTAL PEOPLE = 859.6 (OR 860) PEOPLE PER PEAK 3 E HOUR ACCESSING THE FACILITY 1 BUILDING SECTION WINDOW IDENTIFIER 2010CPCTABLE 4 -4 PARKS& PIPE -2 2 2= DETAIL NUMBER 01 W= WINDOW - -. - - -- - RECREATION MAINTENANCE MARINE S-1 1 STORAGE PIPE A -4.1 = SHEET NUMBER 01= WINDOW TYPE WATER BATHTUBS DRINKING TYPE OF 11RINAL3 LAY -1 PIPE -3 SAFETY 92 CONCESSIONS P� (FIXTUF�S ORSHOWERS FOUNTAIN CLOSETS BuILOINC OR rFDauRE9 PER S -1 1 -� S -1 1 S -1 1 S -1 1 S-1 1 B 2 PLATFORM (H)TURESPER (FIXTURES FIXTURES occuPANrn PERhIALEI PERSON) PERSON) PER P6iSON) )PERPERSONh ;; ' MEN'S ' 1 WOMEN'S 262 286 130 '. i 133 307 510 S -1 - Fw1FOB0 ®� WALL OR DETAIL i ,' STROOM RESTROOM ,; RENTALS 4 SECTION oD, DOOR IDENTIFIER D= e 1e +�� "hm be I"I METERS 1 1 1 B 4 B 4 1 2 3 TT IC 4= DETAIL NUMBER DOOR o I� Pnim t iI a +.. i - dea�gnalef S-1 -� B 3 S -1 As 1 A8.1 = SHEET NUMBER 01= DOOR TYPE e r ale dos'e�a' yi' 458 562 233 y ` 18 a O 525 _ -_ _ .. 18 18 3 �a. * - — ♦ DETAIL OR ENLARGEMENT 1 MATERIAL IDENTIFIER 1= MATERIAL TYPE rea '' ° -- w�w�ad 1 1, uNOCCUPIABLE SPACE, A8.1 1 = DETAIL NUMBER vm e i t r6cancal far o n.ihna sp LOW CEILING HEIGHT) A8.1 = SHEET NUMBER `01,cBeadxs Ifaeampml., io tl e naldcsii .o rt '. Bared' IVI �f 1 7per aims /11b ' lb 1115 �m DETAIL1 1 REFERENCE NOTE 1= REFERENCE NOTE onaile �wal rnlha lu �,aep ,l r� h b h re abl I_nt flheroe� . 1 = DETAIL NUMBER NUMBER re iemmnl I19hLlrl apply ort oars s T dal+ ,urcg peomo I pealwe lheraealih oder A8.1 =SHEET NUMBER r � elernme ,o rm ydes hetymaton anJn im "ybe NeJed yy, ryfinitles zr col irequvotl, b,: r1eyarepromded, mslhealVl monwol"cadrylasarawashmg 1 EQUIPMENT /RESTROOM "i RR -1 RR -2 EXTERIOR ELEVATION ACCESSORY IDENTIFIER l I,a shal It , H or lh ', pt IT ° ,Irlo emr le B 1 B 1 1= EQUIPMENT TYPE Dreg dbllp m dthe hallbepronddorR dray old ,.affaho.�re 2 19 18 3 3 1 = DETAIL NUMBER n onH 49 53 A3 -2 =SHEET NUMBER ilaallbeia:idvntnr3¢tfe rmlhe i"ing Iaonmmad mnso-ey m. 1 1 Sha,,r shall naT nor,dol tal areal or nurorallylocr Anicture ECepfil Intermiltentaloartte °mmpamcd ca mps aro as ri reJtrpu:ideshowslaoi iGaa, bit it prmndad: hey 1 REVISION CLOUD 'b "' 'p'' ''a p`' INTERIOR ELEVATION 1 1= REVISION NUMBER TOTAL OCCUPANCY: 51 OCCUPANTS 4 As -1 2 1,2,3,4= DETAIL NUMBER A6.1 =SHEET NUMBER 3 ABBREVIATIONS 5 BUILDING ANALYSIS CODE ANALYSIS LEGEND ABV ABOVE EX EXISTING MTL METAL SCHED SCHEDULE RESTROOM /CONCESSION BUILDING AFF ABOVE FINISH FLOOR (E) EXISTING MTR METER SECT SECTION GARAGE GARAGE = ROOM NAME APPROX ACCESS PANEL Ed EXPANSION JOINT MIN MINIMUM SWM SELF - ADHERING WATERPROOF `� BUILDING USAGE: "Be CONCESSIONS S-2 1 S -2 = OCCUPANCY TYPE ACC ACCESSIBLE EXT EXTERIOR MIR MIRROR MEMBRANE "'0; ,� , "S -1" STORAGE/ RESTROOMS/ 861 1 = SPACE USE - REFER TO SPACE USE SCHEDULE AC ACOUSTICAL FO FACE OF MS MOP SINK SHT'G SHEATHING GARAGE 3 SHT SHEET 861 = FLOOR AREA - SQUARE FOOTAGE ACT ACOUSTICAL CEILING TILE FAC FIN FACTORY FINISH MNT MOUNTED OCCUPANCY GROUP: MIXED USE ADD'L ADDITIONAL FC FIBER CEMENT MUL MULLION SMF SHEET METAL FLASHING CONSTRUCTION TYPE: V -B 3 = OCCUPANT LOAD (CBC TABLE 1004.1. 1) SH SHELF LIFEGUARD NON - SPRINKLERED ADJ ADJUSTABLE FRP FIBER REINFORCED PLASTIC NOM NOMINAL GARAGE ALA AMERICANS WITH DISABILITIES ACT FIN FINISH NIC NOT IN CONTRACT SHWR SHOWER ALLOWABLE BUILDING HEIGHT: 1 STORY ACCESSORY USE AREA EXCLUDED FROM OCCUPANT LOADING SIM SIMILAR S 2 1 ACTUAL BUILDING HEIGHT: 1 STORY ALUM ALUMINUM FF FINISH FLOOR NTS NOT TO SCALE 861 AN ANODIZED FG FINISH GRADE OC ON CENTER SC SOLID CORE ACTUAL BUILDING AREA: 3,587 SF EGRESS PATH APPROX APPROXIMATE FS FINISH SURFACE OPNG OPENING SPEC SPECIFICATION 3 TOTAL 4,340 SF 3 "3" = OCCUPANCY LOAD AD AREA DRAIN FA FIRE ALARM OPP OPPOSITE SS STAINLESS STEEL STD STANDARD LOCATED IN LRA /SRA NO BATT BATTING FEC FIRE EXTINGUISHER CABINET OD OUTSIDE DIAMETER g= SOURCES: BM BEAM FLSH'G FLASHING 0/ OVER STL STEEL 3 1. FRAP MAP, VERY HIGH FIRE HAZARD SEVERITY BLW BELOW FLR FLOOR O /FL OVERFLOW DRAIN STRUCT STRUCTURAL ZONES IN LRA, DATED JUNE 12, 2009 BTWN BETWEEN FD FLOOR DRAIN OVHD OVERHEAD SIP STRUCTURAL INSULATED PANEL ,.,.a. 2. FRAP MAP, FIRE HAZARD SEVERITY ZONES IN SRA, DATED NOVEMBER 7, 2007 BYD BEYOND FLR SNK FLOOR SINK OSCI OWNER SUPPLIED CONTRACTOR SSG STRUCTURAL SILICONE GLAZED BD BOARD FL FLUORESCENT INSTALLED SUSP SUSPENDED OCCUPANCY GROUP: "B" TEL TELEPHONE ALLOWABLE BUILDING AREA BO BOTTOM OF FT FOOT OR FEET PNT PAINT ED PAINT( ED) GROUP B OCCUPANCY: 9,000 SF SPACE USE LOAD BLDG BUILDING FTG FOOTING PR PAIR THRESH THRESHOLD TOTAL OCCUPANCY: 3OCCUPANTS OCCUPANCY B FLOOR AREA 1,911 SF BUR BUILT -UP ROOFING FAU FORCED AIR UNIT PART PARTITION TPH TOILET PAPER HOLDER /OCCUPANT T &G TONGUE &GROOVE RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: CAB CABINET FR FRENCH DOOR PV PHOTOVOLTAIC 1,911 SF = 0.212 FLOOR AREA CPT CARPET FURR FURRING PLSTR PLASTER TO TOP OF 9,000 SF IN SF PER LOCAL FIRE AUTORITY GOVERNING CODES CIP CAST IN PLACE GALV GALVANIZED P -LAM PLASTIC LAMINATE TB TOWEL BAR OCCUPANCY GROUP: "S -1" NO SPACE USE OCCUPANT CLG CEILING GA GAUGE PLT PLATE TS TUBE STEEL CEMT CEMENTITIOUS GC GENERAL CONTRACTOR PLYWD PLYWOOD TYP TYPICAL ALLOWABLE BUILDING AREA 1 ACCESSORY STORAGE AREAS, MECHANICAL 300 CTR CENTER GL GLASS PWDR POWDER VAV VARIABLE AIR VOLUME ACCESS APPROVAL 2010 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, VOLUMES I AND II GROUP S -1 OCCUPANCY: 9,000 SF EQUIPMENT ROOM CL CENTER LINE GYP GYPSUM PREFIN PRE - FINISHED VIE VERIFY IN FIELD 2010 CALIFORNIA RESIDENTIAL CODE, TITLE 24, PART 2.5 OCCUPANCY S -1 FLOOR AREA 1,918 SF CONC CONCRETE HT HEIGHT R RADIUS VERT VERTICAL 2010 CALIFORNIA ELECTRICAL CODE, TITLE 24, PART 3 RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: 2 KITCHENS, COMMERCIAL 200 CMU CONCRETE MASONRY UNIT HC HOLLOW CORE RP RAISED PANEL VCT VINYL COMPOSITION TILE 2010 CALIFORNIA MECHANICAL CODE, TITLE 24, PART 4 3 BUSINESS AREAS 100 CONT CONTINUOUS HM HOLLOW METAL RECSS'D RECESSED WC WATER CLOSET 2010 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5 1,850 SF = 0.213 9,000 SF CJ CONTROL JOINT HORIZ HORIZONTAL RMC RECESSED MEDICINE CABINET WH WATER HEATER 2010 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 CORR CORRIDOR HB HOSE BIBB REF REFERENCE WR WATER RESISTANT SUM OF RATIOS: W WIDTH 2010 CALIFORNIA FIRE CODE, TITLE 24, PART 9 B = 0.212 CNTR COUNTER HD HOT DIPPED REFL REFLECTED 4 ASSEMBLY WITH FIXED SEATS (SEE NOTE 1) CBC 1004.7 W/ WITH 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE, TITLE 24, PART 11 S -1 = 0.213 DTL DETAIL HR HOUR RCP REFLECTED CEILING PLAN TOTAL = 0.425 < 1 DIA DIAMETER IN INCHES REFRIG REFRIGERATOR W/O WITHOUT 2010 ADA STANDARDS FORACCESSIBLE DESIGN DBL DOUBLE ID INSIDE DIAMETER REQ'D REQUIRED WD WOOD LIFEGUARD GARAGE (BID ALTERNATE 1) NOTES DS DOWNSPOUT INSUL INSULATION RE /S RE -SAWN LINO UNLESS NOTED OTHERWISE OCCUPANCY GROUP: 3.2" 1. MEN'S AND WOMEN'S RESTROOMS: 1 OCCUPANT PER FIXTURE IN LIEU OF FIXED SEATING = 14 OCCUPANTS DWG DRAWING INT INTERIOR RES RESILIENT CONSTRUCTION TYPE: V -B DRESSING AREA: DF DRINKING FOUNTAIN JST JOIST RB RESILIENT BASE NOWSPRINKLERED 5'-4" / 18" LF OF FIXED SEATING PER OCCUPANT = 3.56 = + 4 OCCUPANTS EA EACH LAV LAVATORY SINK RR RESTROOM OFFICE OF THE STATE FIRE MARSHAL y TOTAL = 18 OCCUPANTS APPROVED FI ALLOWABLE BUILDING HEIGHT: 2 STORY ELEC ELECTRICAL MANUF MANUFACTURER RR/C RESTROOM /CONCESSIONS Reviewedby ACTUAL BUILDING HEIGHT: 1 STORY AR�y/ EP ELECTRICAL PANEL MO MASONRY OPENING RAG RETURN AIR GRILLE ALLOWABLE BUILDING AREA: 13,500 SF �S�D �. F,N p ACTUAL BUILDING AREA: SF EL ELEVATION MTRL MATERIAL RD ROOF DRAIN APR 2 2�1Z 964 P EMER EMERGENCY MAX MAXIMUM RPG ROOFING No. C25166 z * apptovat of this plan does not authorize or RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: N Q EQ EQUAL MECH MECHANICAL RM ROOM pproYe qtly ourisston or deviation from 964 SF = 0.071 < 1 - EQPT EQUIPMENT MDF MEDIUM DENSITY FIBERBOARD RD ROUGH OPENING ppiieable regulations Final approval is subi 13,500 SF 9% 0 I -31 -13 OQ afiieldulspec!ion One set of approved plan iall be available on the oroiect Wasp all *±naaa Uf REVISIONS APPROVED DATE SUB — CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RE _ CREATION FIRE MOONLIGHT STATE BEACH E No. FILE AcaO FIL A02 444 South Gedros . Studio 182 BY: BY: BY: <'1- BY: r.�, BY: IMPROVEMENTS A-0,2 Solana Beach. 2075 � CITY PROJECT NO: /f: t: 858.792 5806/f: 8558.792.5918 DATE: DATE: DATE: DATE: 04J20/2012 DATE: SYMBOLS /ABBREVIATIONS /CODE ANALYSIS /GOVERNING CODES SHEET 2 OF//(3 04/09/2012 100% CD V40RK Z LOM-1 Of 5 TYPi. L--- A$ STAGING PLAN KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAU' (U.O.N.) AND ARE �11 TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED n C 32 OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF u, 30 ITEMS FROM ALL STAGING PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 4/ Nw 0 WORK -Tt EXISTING LIFEGUARD STATION TO REMAIN we L I MIT OF WO `7 OPERATIONAL AND ACCESSIBLE THROUGHOUT 0 77-7. t====� ItRr, 1 0 ,pill CONSTRUCTION I 111,V I'll . . . ........ e-001, , 1'___/ MIN 1_7 L, own , _,;_ N - TEMPORARY CONSTRUCTION FENCING (ff HIGH) ==,=Noon* Roo N's gas sago%ows Ld 7 , — I J 6 GATE IN FENCE (16' WIDE MIN) . ......... . Illi CONSTRUCTION STAGING AREA CONSTRUCTION DUMPSTER 00 too '' 0A, TRASH DUMPSTER(S) FOR BEACH USE. RELOCATE TO loom NEW TRASH ENCLOSURE IN STAGE 4, PROVIDED BY It o � CITY '4000 CONSTRUCTION TRAILER (APPROX. 12'x 46) opt 400 FOR DURATION OF CONSTRUCTION " RESERVED PARKING FOR CONSTRUCTION PERSONNEL j. j: j:.: iif: i::: 21 0116*00* L81 "A 16' WIDE FIRE DEPARTMENT ACCESS 5 low �::: i:: .: .: .: .: .: .; .: .; .; "-1A 100' FIRE DEPARTMENT HAMMERHEAD (TURN AROUND) 4- 150' FIRE DEPT HOSE PULL TEMPORARY PAVING CAPABLE OF SUPPORTING FIRE TRUCK, PER CONTRACTOR # 20 13 TEMPORARY PUBLIC FIESTROOMS - 2 ACCESSIBLE, PROVIDED BY CITY K` 14 EXISTING PAVING TO REMAIN •35 j IYF /') 1 1 - � I 35 I 15 SITE FURNISHINGS TO BE STORED & RELOCATED .... .. ........ 30 ix ...... DEMO EXISTING STRUCTURES NO ACCESS FROM'C'STREET 31 ROUGH GRADING WITHIN FENCED AREA. DEMO .. . .............. . .. . .... ...... EXISTING PAVING TEMP HARDSCAPE TEMP HARDSCAPE AND HAMMERHEAD k RE-OPEN PEDESTRIAN ACCESS FROM'C'STREET AND HAMMERHEAD REQUIRED AT THIS di Ill JI ❑ REQUIRED AT THIS 4 CONSTRUCT RESTROOM, GARAGE, TRASH ENCLOSURE LOCATION WHEN LOCATION WHEN AND SHADE STRUCTURE AS INDICATED INCLUDING BID ALT 1, 0* INCLUDING BID ALT 1, RE-LOCATE CONSTRUCTION TRAILER x: 12 INSTALL NEW PAVING &ACCESS PER LANDSCAPE EXISITNG ACCESS TO OTHERWISE MAINTAIN OTHERWISE MAINTAIN EXISITNG ACCESS TO SITE 10 i i i SITE 10 DRAWINGS 7 15 ° N AREA WITHIN BID ALT 1 REMOVE EXISTING &TEMPORARY PAVING .... . . AR EA WITHIN BID ALT 1 ... ... TYP BOUNDARY TO REMAIN IF BOUNDARY TO REMAIN IF INSTALL FINAL HARDSCAPE ELEMENTS BID ALT 1 IS NOT TO BE BID ALT 1 IS NOT TO BE 004. PF 1 i y • ?:. ;• � . ! i � Y . T . '"::♦ :K �+ / , ° .i�a♦ ' %3. n. CONSTRUCTED 1 OPEN NEW RESTROOMS TO PUBLIC U' SE & REMOVE n. CONSTRUCTED 4F TEMPORARY RESTROOM FACILITIES *4F2 . ..... : - lnl X" 12 ............. EXISTING ACCESS TO REMAIN AND KEPT OPEN DURING ,Nwlwml� 3 CONSTRUCTION LIMIT Of RIT Of LIM -4% FINAL ACCESS ROUTE 24'MIN. ... ......... NI* *1, 18 ................. <' RESTORE NEW ACCESS FROM'B'&CSTREETS ..................... ................ 4 ............ PROVIDE SIGNAGE AND TEMPORARY BARRIER ....... NO ACCESS TO RAMP DURING CONSTRUCTION, 47 .............. 4 .............. . .............. 4 ....... ................. .. PUBLIC ACCESS PATH FROM PARKING TO BEACH KU MG EXISTING PATH, PROVIDE TEMPORARY DIRECTIONAL GUAR toowp T10" % SIGNAGE TO BEACH ...... 20 rE 10 1 1 ❑ PUBLIC PATH FROM PARKING, SEE SHEETA0.4 STAGE 1 , FOR ENTIRE ROUTE 7 TEMPORARY PARKING STRIPING AND SIGNAGE . ... ....... MAINTAINING I ACCESSIBLE VAN SPACE AND 2 STANDARD ACCESSIBLE SPACES, PER CONTRACTOR • LIMU F WO REMOVE TEMPORARY PARKING STRIPING, REPAIR f LIMIT /INSTALL FINAL ASPHALT PAVING AND STRIPING, PER 17 CONTRACTOR 26 AL OFFICE OF THE STATE FIRE MARSH AREA WITHIN BID ALT 1 1� APPROVEDFIRE Ly Review PROTECT IN PLACE EXISTING TREES, CONSTRUCTION �J, f 2 BOUNDARY TO REMAIN IF FENCE AT TREE DRIP LINE. BID ALT 1 J&NOTT50"RE", .... ... APR 2 7 2012 . . ...... GENERAL NOTES �x, A ❑ i I 4ppr6,val 6f this plan does not authorize or TEMPORARY POWER, WHEN REQUIRED TO CROSS AN r—, IP io,,ea omission or deviation from ACCESS PATH, SHOULD MAINTAIN A MINIMUM VERTICAL t iiop� egulationh Final approval is subject CLEARANCE OF 14'-0". N leloins action One set of approved plans A! 11 h av table site TOTHE 0 STAGES 4 AND 5, PUBLIC ACCESS FROM C STREET SITE MAY VARY DURING INSTALLATIONS OF SITE PAVING. at all tun" COORDINATE INSTALLATION OF LARGE PAVED SITE AREAS 0 20' 40' 0 20' 40' WITH PUBLIC ACCESS TO BEACH. PROVIDE SIGNAGE INDICATING SAFE ACCESS ROUTE(S) AND/OR CLOSED =91 ROUTES TO THE BEACH AREA. MAINTAIN PUBLIC ACCESS S��E 1 SCALE: Ill 40, S TAGE 2 SCALE: Ie = 40' AT B STREET THROUGHOUT SITE PAVING INSTALLATION, TEMPORARY AND PERMANENT STRIPING COLORS: STAGING PHASE 1: STAGING PHASE 2: BLUE: ACCESSIBLE PARKING SPACES AND AISLES YELLOW: LOADING AREA 1. ERECT CONSTRUCTION FENCING AT STRUCTURE DEMOLITION LOCATIONS. PLACE CONSTRUCTION TRAILER AND 1. ERECT CONSTRUCTION FENCING AROUND GRADING AND NEW CONSTRUCTION PERIMETER WHITE: PARKING SPACES CONSTRUCTION DUMPSTER. PROVIDE TEMPORARY HARDSCAPE IN AREAS REQUIRED TO MAINTAIN FIRE ACCESS TO LOCATIONS. RELOCATE CONSTRUCTION TRAILER. RED: RESTRICTIVE PARKING(NO STOPPING, THE SITE. 2. RELOCATE TEMPORARY RESTROOM FACILITIES, PER CITY STANDING OR PARKING) 2. INSTALL TEMPORARY RESTROOM FACILITIES, PER CITY. 3. EXISITNG DUMPSTERS TO REMAIN FOR BEACH TRASH. NO CONSTRUCTION TRASH/MATERIAL. COORDINATE COLOR AND LOCATION OF STRIPING WITH THE CITY OF ENCINITAS. 3. EXISTING DUMPSTERS TO REMAIN FOR BEACH TRASH. NO CONSTRUCTION TRASH/MATERIAL DISPOSAL IN DEDICATED 4. INSTALL ADDITIONAL ACCESS CLOSURE SIGNAGE WHERE EXISTING BEACH ACCESS IS THE CONCEPTUAL STAGING PLANS ARE TO UNLESS NOTED OTHERWISE WITHIN THE CONSTRUCTION BEACH DUMPSTERS. INTERRUPTED BY CONSTRUCTION FENCING AND PROVIDE NEW ALTERNATE ACCESS TO BEACH COMMUNICATE INTENT ONLY. CONSTRUCTION MEANS. DOCUMENTS, ITEMS INDICATED AS BID ALTERNATE 1 OR D AR 4. INSTALL ACCESS CLOSURE SIGNAGE AT EXISTING BEACH ACCESS INTERRUPTED BY CONSTRUCTION FENCING ROUTE SIGNAGE REQUIRED TO DIRECT PEDESTRIANS. METHODS, SEQUENCING AND PROCEDURES ARE THE WITHIN THE BID ALTERNATE 1 BOUNDARY WILL REMAIN I E. RESPONSIBILITY OF THE CONTRACTOR. BID ALTERNATE 1 IS NOT INCLUDED IN THE PROJECT 5. PROVIDE ALTERNATE ACCESS TO BEACH ROUTE SIGNAGE. 5. MAINTAIN FIRE DEPARTMENT'S ACCESS TO THE SITE THROUGHOUT THE CONSTRUCTION x- 6. PROVIDE TEMPORARY CONSTRUCTION PARKING FOR DURATION OF CONSTRUCTION IN UPPER PARKING LOT. PERIOD. COORDINATE ACCESS WITH THE FIRE DEPARTMENT DURING GRADING. 7. DEMOLITION OF EXISTING RESTROOM FACILITY AND CONCESSION FACILITY. CONTRACTOR TO SUBMIT FINAL STAGING PLAN FOR CITY No. C25166 8. MAINTAIN FIRE DEPARTMENT'S ACCESS TO THE SITE THROUGHOUT THE CONSTRUCTION PERIOD, NOTE: ANY TEMPORARY PEDESTRIAN PATH OF TRAVEL TO FACILITIES OF PUBLIC APPROVAL. FINAL STAGING PLAN SHALL DEMONSTRATE HOW FIRE AND LIFE GUARD ACCESS WILL BE MAINTAINED ACCOMODATION, VISITATION OR ACCESS SHALL BE CONSTRUCTED FOR ACCESSIBLE THROUGHOUT CONSTRUCTION AND HOW PUBLIC 01-31-13 NOTE: ANY TEMPORARY PEDESTRIAN PATH OF TRAVEL TO FACILITIES OF PUBLIC ACCOMODATION, VISITATION OR ACCESS ACCESS WILL BE MAXIMIZED, ACCESS SHALL BE CONSTRUCTED FOR ACCESSIBLE ACCESS I OF cp,\- REVISIONS APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS — PARKS & RECREATION DRAWING NO. 0902 ACAD FILE NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & R r ECREATION FIRE MOONLIGHT STATE BEACH A04 444 South Cedros. Studio 182 BY: BY: BY: BY: BY: IMPROVEMENTS A-0A CITY PROJECT NO: Solana Beach . CA, 92075 t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: CONCEPTUAL STAGING PLAN SHEET 04/09/2012 100% CD L-- .,.,.,....,may a .. .-.. w . ............ '. ..- .......... " r i WORK ,- .,,,.»r..,- ...._. K :,i w:s,s"".°,.. :° m'y: rr ,,r • stn F a = " K t. R L � qF . oFwO; STAGING PLAN KEYNOTES ,..,.. _ ' ,� ■ _ ;:: 3 stt' ---' ., >r 32 d r v .,, ..a"iy::,�11 .�..... . _ L ■ _ ■ r'"` --- .,3 -0.,. _ LIME T ■ am; ,,,,::.<, ,.:•- p':.n..", s a. �, ■IIIIS•,., v ''- ..,, Tl ..._,., „_■_ t.;, - ea° , „,�°,4•.. ,. r' ,.,,�," ,. ,.�■ ``, . °`'° ^.MR ': will a ■7■■Il . '�.. ti.t .� c_ r," M■f .::.a�'° ,,; :,5. ,......,.,M..,m- m- ■ �■■1 ■ y,. . �(q■ �! ■ ■�l.u,, , ,:e;,,. ,::: -.m, i.N.F <.,,. ',, �,:, i• ?. R�,, , . s_ , `�'', � a :, .. ■ : ,,; `, , � �_w ■ E �;, ",.. KEYNOTES ARE CONSIDERED "TYPICAL" U.O.N. AND ARE « i ° - � .,_._., ".... , c,... t .,.,. °�.« ._ ".. <.w...^...,�._ s , 'ni ''. ice° �„ r ,,, '!■>•• , w m ( ) „•... ,^ t.•: S• . sF �" ° -- _• r y:� _- _.� - � !77 r � �`• �� --'- 32 TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED ■ _ • _ �,... Llt::: Y :':. < , ". n ,.., ,•":.._.w. .. - ■ ►'t■ . ,r, _ _.,,..._ ... ;:x;f; ..ate•- . , "' : _ • -- ■_ "° OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF 1■■■� ■�■ l' ° .._,n -,m' '.■_[",3 ■_ ••. 5 ,` ,,., fl _,.,., ■_ ' fi o . ".,_.µ'Vi,_.. tom:: f s " ..... tit! .,.; w , ..�. �.. ✓ iE+ t� ■•�' ........... .......... .. , ,., Illi' °3' - -° - EXISTING LIFEGUARD STATION TO REMAIN •11:i! , .r.« -:4:.. • d ,:,.:..:n ., n-. -- ly9 8' � • • � ® • � r, 11,:2��.; •., f1::: .'.':'.'.':1 ' ...,. ...................... .. .:. b:... :I:If e„ d< ...... 34 OPERATIONAL AND ACCESSIBLE THROUGHOUT 'I ::. ,•, •1 jpj= ..z --' li;; ..o-:.:. ... , ' { 11 , _..,- .�-"'.'......_,.. CONSTRUCTION d ■Il..:� • "" r � � ....:. , ,,,. -.,,n � _ -.. _ _� ! 1 4 `��I 28 ,....,. _ ,,.,.".",.. .., �f� •11 ..�_-.- '"_..... -. 'Ilii;;:::::• ' ;:ia a a :r "° z 3 "" i '1 t i ' ^ °' I ,, 24 TEMPORARY CONSTRUCTION FENCING 6' HIGH �4 1pO�� al ♦ i':: I _' •1 ■�■ e 1 ii: i:1251��® I. of = 1. "ai 1 .:� R:;i§ • T ■� :;' �," 11 ,•. �■_•,, ^,a ,; n �• e" , 3 GATE IN FENCE (16' WIDE MIN) II::::::. > i 13 *00+ '1 .•... €I I� i7' ♦ ' 1® ®€ t'- rr� ♦ ♦ ❑ 23 0. . ) ♦ C "` "`'` 4 ♦� ♦� 1 i •� �p ®, , , ® , ^ -' z 4 CONSTRUCTION STAGING AREA �,.,., •:;:;:•:•••:•••:... J, �i. • • /::;:i:i: •p'i... ..I:'h1 .,, r.... ; :, : /� :'i •• `",, ♦ 1 T ♦`! sl :? 7 /t yt ♦ /•:•:•:::::.:'::::.;,:::;:I:,: ,a::::'; ^, G I .v;. • r / ® `• • t 5 CONSTRUCTION DUMPSTER • �,.s�" .,. , ':., �,::ii:iiiiiiii ::::::::• ":fi:i:i:i:i::%:i:i:i ..,r ;•; <•• „-,, " ^ ' °, I' c...,,. "� ''i• '� ■✓r: :::::::::i ::::::::::::::hi::;•! ::• i:i'/ ' • ,�,. '� -,,,.- , S` • 13 .• .,. Y!.,.,.,:: ,. 7 • t .,' ''''''' '':::::•::: ,:' ,^ „�� " w°"" ? � .,•.•. ..•.•.•. E:E•: •• .• .:....:......... ..:. at•r•.'•ri :iE ,✓ 1 ` , {..., ......, .i • r s � ` TRASH DUMPSTER(S) FOR BEACH USE. RELOCATE TO 3 ,;,,,,,, ,,,,, _ :.:::.:.:.:.:.:...:.:.:.: :':.:.:.:.:.:.:1:.:.:.:.:.. � .t�1 ..:.:::::...::::. ,; I � ... .... :.. .....:iiiii. .:..:..:..:.:. .:. i�...,:y.x., 9 .. � £ ❑ NEW TRASH ENCLOSURE IN STAGE 4, PROVIDED BY 4::::: • :.::::::..............: ,, ;' ::.,. ........:4 .w,. ,•.. ,% �.,• .,,..� . ::::• ':; Y, , .� � � CITY tff i.. ♦ S: iiititttttttttttt ';.'::iitiiiiiiii: � �,- .- .....,... y .... ...........I,•,•,•,•,N- y+;,.,.. a r ♦ �� ...�.,. ..�:::'/:i:i.•� :i'ii:�;; I I i^. ,. 1 t,.,.,..,,. ': 5 ::5:::::•r'• .......:::::::::::: i:;: is i::::;::• i i :;.;.;.; .....: ..: .%" f CONSTRUCTION TRAILER APPROX. 12' x46' E f ♦ ..P. -a .. 1 .. ....... ,. '.:•:•:•:•• :•:•:•: CONSTRUCTION PERSONNEL E •.''':: ":•.': '' );'rr:):% ;: ♦ I v j.., % RESERVED PARKING FOR CONSTRUC O 8 ■-■r is /.•:;;;;;I;. ,' � 1 4i <,::.:•:�..... , ',,,,,. ..u•;;::i:.,.,:,,• 27 s FOR DURATION OFCONSTRUCTION aaalil `♦ � ♦ ?i:}� � "% i`:•.�^ ` ; ` `♦ •• A'a {:•,•;�:'r';; }•; � � `, • ` �� t` " � s 9 16' WIDE FIRE DEPARTMENT ACCESS ♦ i•:::Y! \ �♦.. Elie€ t • ♦' :; '[ ♦ ' ♦ t a ❑ `• 10 /.:.:.:C::::;:•: •:::' • ,,...iii::.; ` I ` ` 1 :a•;:. : • �...:i:.:[c:::;. FIRE DEPARTMENT HAMMERHEAD (TURN AROUND) �■ ♦ 20 ♦�■■ • / .L.:::E........: •i:i:j.; fs;::`...c:.: • I `•�■■�• ` 1.,, 7 ` 4."S•::: k •r'.' 4 :•: :'•: }, ;;:i: r:;.. .............. 9 ` ::ii \'iiii:ii;:'l::ri::•.. ?;:,; ,i:'v t ` ` 'p::ii ::iiili::.i:i:i:i:i:i:i:i:i:: a ..:. ` , 24 E 25 :• :::::.. ...........:.:.:•:•.. 50 FIRE DEPT HOSE PULL • 11 1 ' �:::: ✓ ' :.:i;:;ilili;ii;:;i1i1i1i1i1i:' t; r: ::'::'r'r`La•,'" ` { i TEMPORARY PAVING CAPABLE OF SUPPORTING FIRE �;Eii:..I . i.....:\..:.:.:.o.:.:. :.:',i:.. �,,,,,,, , :t ' " r ,✓. /i,�..f,;f „f„ i 12 11 TRUCK, PER CONTRACTOR � •t . � •• • ,,:: +:r` >..; };,, ...;• .. I f "'° t,/ E " /.. .., ,. .., .. ' r TEMPORARY PUBLIC RESTROOMS - 2ACCESSIBLE, 5i :., TEMP HARDSCAPE 2a, ::; 'I: s ..'.,,:: , :`:; .;: •P.•:;i`,. 11 ; „ {).. " "„ + . ✓�, a ❑PROVIDED BY CITY TEMP HARDSCAPE :1:EEa:i.:.;.EEEEEE,.:.; : ®� ,.t: :; :; ':.:::'.,. ,.. CI H e ' ;i ::::::::::::::::: .:: ::. I AND HAMMERHEAD :;.;tM.T „ I -_ AND HAMMERHEAD F.:.•.• •.•.•.•. •.•.•.r .::::: REQUIRED AT THIS �•'. �•:: ?:`::•::':.:. r� y 23 . • ✓ � � 1 i; 14 EXISTING PAVING TO REMAIN REQUIRED AT THIS r $ ::.t:: yi i is.:... 1 LOCATION WHEN .:a d i .. •iiiii�iiiiiiiii: ....t =r I ' iii:iii: is i:. y7,• I f il;;,;,,,,,,,,,,,, PORTION OF EXISTING ' FURNISHINGS LOCATION WHEN •� • •••� • :•:•>f:•:•:•:• � eiiii � � "" ' �•,� Si1:'.f:; 1 ? � 15 SITE FURNIS GS TO BE STORED &RELOCATED . iiiii>Riiiiiii: ::i'- !1• }:r.':.:l,,,,.., �', INCLUDING BID ALT I, 1. , 1 < ri::;p•:.::::.•+ r� , ✓' �,', ...„ ASPHALT PAVING TO INCLUDING BID ALT 1, �•1 iiiiii viii= ,�. ... / . Y ... ... ... OTHERWISE .. �. ., ;fff,f „f ",,,,,�,,,,f,,: r ;.. ,� .: fffffffffffffffffr ,,a 1 .............. , I MAINTAIN • / I i 16 DEMO EXISTING STRUCTURES 1...,� :::::(.:;,:::•;:.....'. REMAIN IF BID ALT 1 IS NOT �• e.. OTHERWISE MAINTAIN o p.:;•:;:r ;,; -z ys/ „... }; EXISTING ACCESS TO 3/ t .; 1 t;:;; ;„ ❑ TO BE CONSTRUCTED, SEE s'/ 17 NO ACCESS FROM'C' STREET EXISTING ACCESS TO O�. r::i'; tM" I r SITE ;'•`;; % I ❑ t s :•:a DETAIL 2 /AS -1.1 ❑ SITE jl cs } 1 � 3 ".,, O •; �h1 •' • r \ , . , iv O i o ROUGH GRADING WITHIN FENCED AREA. DEMO C 18 11 ❑EXISTING PAVING § 1 ► "`'' AREA WITHIN BID '' "' s AREA WITHIN BID - a °s,I I '•',:' ?rr y :, "r;'' ♦ I 3 �`` ♦ `` 19 RE -OPEN PEDESTRIAN ACCESS FROM'C' STREET AREA WITHIN BID:. , ,.: •:.;:: •••' " ` •::;:i ,., ; ALT 1 BOUNDARY " �' ••••' " � " � '� ' •�'` � ALT 1 BOUNDARY / / s ., ❑ ALT 1 BOUNDARY ::::•.:t„ L / :,:.: ::::,.: „ ''' TO REMAIN IF BID : >:i:::::.::: ;;:;:; zw;,;. EXTENT OF NEW IYE H/� $CAi'E IF BID TO REMAIN IF BID ® /� 'r w CONSTRUCT RESTROOM, GARAGE, TRASH ENCLOSURE TO REMAIN IF BID .,y; !4. ;..i + ,, 0 7 / 20 ♦ AND SHADE STRUCTURE ir': •:::::.��' [ i;:; € : �t ALT 1 IS NOT TO BE `'.' a•:::a -•:•. ALT 1 IS NOT TO r ...,,, .. ,'' • � ».,., ❑ S S UC URE AS INDICATED ALT 1 IS ::r ..`•'..'.• " "' ALTERNATE 1 IS OTT `' CONSTRUC D o NOT TO BE °" - < -< BE CONSTRUCTED a ;.•.::::::. :::......:•::.:.. CONSTRUCTED CONSTRUCTED � . . ........................... I ♦ ,':......••:. . :: . FOLLOWS BID ALTE 1',BOUNDARIC: / ,• 1 . ".. ...... :::.� � """ f�' , '4r :, .• ..., ...... ; ° °',..� „`� 21 RELOCATE CONSTRUCTION TRAILER 1 1 I-_ 1, � '•:"' �: •: • MATCH CONC T F/�E TO EXIQTIN' .....,. .:.:. � •' •. ' ,.�.. _ ,, `: ... ::: :.�:: :,..t.... .b.C. / .'t�:; :.: .. . ,�/ / `' � ` .:�' ii / , , I , � .„� ' ,.. , ..€ ) / ,',+� .� + ...:.:.,.�., .�-{.. . ;.••. .s/.ia . / ,,, , I 1 INSTALL NEW PAVING & A CC E SS PER LANDSCAPE ASPHALT PAVED 'A " DRAWINGS •�'} ° fi � ::i't OF. ::� . '�' :•....:iif::•:'ri. •;Y; RK, � , », � t . - ::'� LIMIT 3 a•• .. ? / LIMIT OF. I �d / .:i:.. 4 0 ♦�� fi A ° +E' • +.. ■.■iWp�r , `j ,•:::r.;:i.:r ♦ ■,►t "rtrt♦ +:.� / LIMIT FL ♦ 23 REMOVE EXISTING &TEMPORARY PAVING o • i INSTALL FINAL HARDSCAPE ELEMENTS QPfi } -. fi.� - .;.+ .:.• •:^Ei':: 1. 1 / F .'6P + t . CCii 24 ♦ :: /iii`:::'," .,. .;. .:. / .:.:::,::: ' ( � C3 �l I } t 3 4 ♦q. � °+ b ° • �'�' • 1 ♦ ;' .:;'' . :.. ^:.'' 'r'.. .. t q ryO 1 ♦ / .�. <<.`r *,C � ' • , i�°a • l,A�,', o., :,' L ., • E ❑ ... ..�� .;. .; .' .:. ,. ".:. ` a .� '. m .;. ti: is i::.. :::• ::4::•::•:iii•:i•. ',;'. .:�: fi v. } • .i ,. � �. i, f i � t k _ � ::::..' .:i'::..:: �::... '\ y. 3v .. F.. ,.: . .� k�.e.1 • jj;;;;;;;;;;, , , , 3�' ,,, / • ' ' " - • .;. } fi } fi } fi •; : . t b , .d ,• a.fi a ';'fi }•• .� } N , « fi.m' .l+ }.• E : i , � d } fi } � fi a � fi a. a ab - . } fi :. fi d ,fi 3 .fi ct ,.,,, . r:b ., : .:, � d a Tb } t a .;. -• !. ;. 19 • ' - .. .• .�..•.':. :•' . v .. t f, ! , l , ,.,_n.w , : . /v:�f 9 ' ? . ..:„�. . �I .� 4`£ .,.� , 5I f € S ,,,� . , . .. ........, . .I r "`( ♦ .;�••.'l•:.' '. Li::.. i ' : a•. �. , '. 2 :f^i .0 r:,:'{t :,.r1...'.ix.'•:..., l.9. V'ti . . . . ^'. . ..° h;' ' .1:':, , 1:3'•1i !, �t1 1• „ 1'1r+.. ,$ '. i . ?: : L ,. tt :- S i . . f, 3 �' � f 1 � f ,,,: or} F , � f. } fi } fi � 4 •fi b .; ; « ....:.. tt�...w;. .: : .:?*t:•: .: •.: •. M . .•:i} : '. : " . i: • a° fi ! - �' •r ' ;:: ; r ' • j §L ' , 1 ,, € "..3t ...a i } {i "'" '�f ,3`y C ,if'�. :'::: .'i, , ' 1.£ � .e.::;v:3 . �% : � 3 d e : 3 _S. d < }3Y d T.t D $ d 9i Y''- - 'i h 1t": � q 3'.r : � d. ' • , ' F T OPEN NEW REST RO OMS TO PUBLIC USE &REMOVE TEMPORARY RESTR OOM FACILITIES ° . . EXISTING ACCESS TO REMAIN AND KEPT OPEN DURING I'M i CONSTRUCTION .. �. ••• F..,N.:a 3 ,F "1� 1�1413Iw 3f. «s . {:.•W..' Q_.1 i � f t: �- .:.t... a. k"a �'. 2p r: ,.k1• „ :.,E.�fl,�� .:,::. � } 1 ;�,, t i., -.� f . ." r ''y. /;, �.... T'' ' • 22 >� � Li 7; ` ,•< FINAL ACCESS ROUTE 24' MIN. �P d. i° °1�} .4'. °+ Y'• :.� E � vS p t 4 �'�R 'La L ❑ rt } b ❑FEGUR■G �♦ ._ d .:. d ee .b d i EIUGI■, 3 d,f \i' N a. ''{ 1 i 1 j,: EIUg(ING • t ♦ _ '3' . �:T .r "4. a. ' , r i T + ,, z. .; fi + i fi 3 3 a ':4 b • LEWR■G • : ° ■ b ❑ lrnox d ., .. •••;, } . -� €� ♦ •• -, fi } t ' R I uFEGGn■o ♦ �''' ♦ ♦ ., :, + ♦ 28 RESTORE NEW ACCESS FROM B & C STREETS I a E �a + } a + '' }'• L % tf : • �� ,�."��'.. fi a d F q a.f ��a, sr�tloN i�•,� �'q a s fi�,► ' •� r I�T 20 a } a •.. } } a } a + • �' E r ,� K C :♦,.: i- t:.:• 3 e • w 't �: w ". I1 6 ^,< ; ?:; - ♦\ ■.fi NO ACCESS TO RAMP DURING CONSTRUCTION, ♦ BASE 5,. ...,..,.., I �° r ,, i:. �,;. .... r..... .3.•... fi } fi } fi� ASE f,,, ,.�,,, , ••;; „,,,.,, „ „,,, .:,;;;;;�,, _ m ,, .'�, B D ,� 1 � r.. - � gASE`I `t- � ��,> � PROVIDE SIGNAGE AND TEMPORARY BARRIER fi C�A'1, ':.a•: fi i.':t•:::i.;.; .;a,.. ::;o-;::3:: 4. a + t a;r'3 .W't. 5\.. /��i 1''.'.: ❑ J fi D .,. _ ° ... ° ... ° m ._ , ,, <. .:. .. , :i ...fi: •f;.:fi:. r ..y... y.,' .::.'Y.•: "'.•:.H :'.. i;:3 •k, w:'S'' • , ,...._.. }.J _ a,�','? 9.. 9..' �� n a t°a. 4 �•1 ` r.:.a:. o- f ;, _', r,..:- s. ,:. 3. } ,. _ r , .... • '::: °: - " "" a � ±; ,, �,_r; :,�' 30 PUBLIC ACCESS PATH FROM PARKING TO BEACH it ^ i k + +r b h } } n � ,.. .L _ Ste• i. + c. .. •. .S. a .,. e .. •. .... .: .,. k TRH ..�,x F.. fi ,, r o „.: „ ,.. „ .. •F"'k } ,. .f. + a a � ,.,, n' :.F ^e4:.i.:- n.:.;.. ;.. .f. .. ;::" .!': "n' ,, ,..N. � ^'o ,r '3 � t a:_d- ? � .T. '. 't a • f ... r! } } � .3 fi a . + ,. ,r ;. ,. � •r•••. '• •••.'•x: ""' d• '� : ' «�° } <.' fi �� 3 _r?. + E' - ^'-'■° EXISTING PATH PROVIDE TEMPORARY DIRECTIONAL ,.;,J '.'',. � , +- F ...,... -^^' m� .a`^.•4 ;i •.:i.,.Y xr.�M,ry,w,• fi } fi ..,...n,._.,.r" °� ■ ■ • :- } a } } o-; a t + ".... ": ;. �^° ,,,,,. ., ..... .'', >. { fsc.•.:1:.T.:.... � ■ :F: :�;• F .r.. .. _ na- � � <.. - .- ...,...- �_ -.-,_ n - ,...- '� " °: ■.if.r p � r -, - • ;F +,=< i°i� '- ti -■�� ■� , •• ' .,,.,. SIGNAGE BEACH � LIMIT OF W LIMIT OF O O RK 30 E L► I T F PATH FROM P ARKIN G S EE SHEET A0.4STAGE 1 28 FOR ENTIRE R OTE 2 � "9 TEMPORA PARKING m i - -' ' " °" _- Ij ❑ MAINTAINING 1 ACC SS BLII EVAN S AC AND 2 _n ----P °' , , •- � °,., "�°° STANDARD ACCESSIBLE SPACE PER CONTRACTOR i 9 d : S P r- °__. _ ._ 34 /INSTALL FINA L L ASPHALT PAVING AND STRIPIN G P ER �m' KING STRIPING, REPAIR CONTRACTOR _ _ `ti V �� "4 ) lI 1 li � � � s i r s t I •, 3 ,,, "," ,rl f .£w„m F{ # yt t 35 PROTECT IN PLACE EXISTING TREES, CONSTRUCTION ST FIRE RSHAL i ? f l FENCE AT TREE DRIP LINE. OTD It GENERAL NOTES 0 20' 40' 80' 0 20' 40' 80' 0 20' 40' Be, STAGE 3 STAGE 4 �"� STAGE 5 APR 27 2012 TEMPORARYPOWER,WHEN TAINAEINIMUM SS AN ACCESS PATH, SHOULD MAINTAIN A MINIMUM VERTICAL SCALE' 1" = 40' SCALE' IN = 40' Approve roval of this plan does not authorize or CLEARANCE OF 14' -0 ". rove an omission or deviation from SCALE: 11, = 40' rpplicable regulations Final approval is subject STAGES 4 AND 5, PUBLIC ACCESS FROM C STREET TO THE STAGING PHASE 3: STAGING PHASE 4: STAGING PHASE 5: hall bt available n the nr of ",Proved site t all ti m- hall Veld inspection on the et of "t alto e all ant " SITE MAY VARY DURING INSTALLATIONS OF SITE PAVING. COORDINATE INSTALLATION OF LARGE PAVED SITE AREAS WITH PUBLIC ACCESS TO BEACH. PROVIDE SIGNAGE 1. CONFIGURE CONSTRUCTION FENCING AT NEW CONSTRUCTION PERIMETER PROVIDING 1. CONSTRUCT LOWER PORTION OF ACCESS RAMP (FROM UPPER PARKING AREA), ADJACENT 1. REMOVE CONSTRUCTION TRAILER. CONTRACTOR TO UTILIZE AREA INSIDE INDICATING SAFE ACCESS ROUTE(S) AND /OR CLOSED STAGING AREA. MAXIMIZE PEDESTRIAN ACCESS TO THE BEACH. RETAINING WALLS. RESTROOM /CONCESSION BUILDING DESIGNATED BY THE CITY FOR ON -SITE OPERATIONS. ROUTES TO THE BEACH AREA. MAINTAIN PUBLIC ACCESS 2. CONSTRUCT NEW RESTROOM /CONCESSION BUILDING AND TRASH ENCLOSURE 2. BID ALTERNATE 1: SITE STAIRS AND ADJACENT RETAINING WALLS 2. REMOVE TEMPORARY RESTROOMS AT B STREET THROUGHOUT SITE PAVING INSTALLATION. 3. BID ALTERNATE 1: CONSTRUCT GARAGE 3. PROVIDE FINISH GRADE, INSTALL IRRIGATION AND LANDSCAPE PLANT MATERIALS 3. DEMO REMAINING ASPHALT PAVING. TEMPORARY AND PERMANENT STRIPING COLORS: 4. MAINTAIN FIRE DEPARTMENT ACCESS TO THE SITE THROUGHOUT CONSTRUCTION. 4. RELOCATE CONSTRUCTION DUMPSTER 4. COMPLETE INSTALLATION OF REMAINING HARDSCAPE. 5. RELOCATE DESIGNATED BEACH TRASH DUMPSTERS TO TRASH ENCLOSURE PER CITY 5. INSTALL REMAINING SITE FURNISHING BLUE: ACCESSIBLE PARKING SPACES AND AISLES NOTE: ANY TEMPORARY PEDESTRIAN PATH OF TRAVEL TO FACILITIES OF PUBLIC 6. REMOVE CONSTRUCTION FENCING AND RELOCATE SITE FENCING AS NEEDED FOR SECURITY 6. REMOVE ANY REMAINING CONSTRUCTION EQUIPMENT AND DUMPSTER YELLOW: LOADING AREA ACCOMODATION, VISITATION OR ACCESS SHALL BE CONSTRUCTED FOR ACCESSIBLE AND SAFETY DURING SITE HARDSCAPE INSTALLATION PHASING. COORDINATE PHASING OF WHITE: PARKING SPACES RED: RESTRICTIVE PARKING(NO STOPPING, ACCESS CONCRETE INSTALLATION WITH DEMOLITION OF ASPHALT PAVING, NOTE: ANY TEMPORARY PEDESTRIAN PATH OF TRAVEL TO FACILITIES OF PUBLIC STANDING OR PARKING) 7, INSTALL SITE FURNISHINGS ACCOMODATION, VISITATION OR ACCESS SHALL BE CONSTRUCTED FOR ACCESSIBLE COORDINATE COLOR AND LOCATION OF STRIPING WITH 8. COORDINATE REMOVAL OF TEMPORARY POWER LINES ACCESS THE CITY OF ENCINITAS. 9. COORDINATE FIRE DEPARTMENT ACCESS TO THE SITE THROUGHOUT CONSTRUCTION NOTE: ANY TEMPORARY PEDESTRIAN PATH OF TRAVEL TO FACILITIES OF PUBLIC ACCOMODATION, VISITATION OR ACCESS SHALL BE CONSTRUCTED FOR ACCESSIBLE ACCESS UNLESS NOTED OTHERWISE WITHIN THE CONSTRUCTION DOCUMENTS, ITEMS INDICATED AS BID ALTERNATE 1 OR WITHIN THE BID ALTERNATE 1 BOUNDARY WILL REMAIN IF ��5�0 E RC7% /, BID ALTERNATE 1 IS NOT INCLUDED IN THE PROJECT V Q�E 0q� (t`� * N9. C25166 z 01 -31 -1 OQ� Of CA\-N� 04/09/2012 100% CD REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH ACRD FILE NO. Stephen Dalton Architects, INC. Aos ♦ 444 South Cedros Studio 182 BY: BY: BY: BY: a dap BY: IMPROVEMENTS A -0.5 CITY PROJECT NO: Solana Beach. CA. 92075 t: 858.792.5906 If: 858.7925916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: CONCEPTUAL STAGING PLAN 240F#01 SHEET 04/09/2012 100% CD II o - -- LEGEND SYMBOL DESCRIPTION ------------------------ ENHANCED CONCRETE PAVING, SEE MATERIALS SCHEDULE SHEET L1 -2 FOR FINISHES TEXTURED BANDS, SEEDED GLASS AND SEA SHELLS SEE MATERIALS SCHEDULE SHEET L1 -2 FOR FINISHES "'- STABILIZED DG PAVING, SEE SHEET L11-2 BEACH SAND— CONTRACTOR TO STOCK PILE EXISTING BEACH SAND WITHIN LIMIT OF WORK LINE AND FURNISH NEW BEACH SAND AS NEEDED NOTES: 1. SEE,SHEET L1 -2 FOR FULL MATERIALS SCHEDULE AND LEGEND. 2. THIS PROJECT HAS BEEN DESIGNED IN CONFORMANCE WITH APP PARTS OFI, IF PARK I :LINES — FIXED gr_rik,r1CJ; mvw 3C1,I!VIN Lo — riyNR. JIItJ. GUINIAl:I (.Jt'AG At 11110) 445 -8949 FOR MORE INFORMATION. 3. VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE, CROSS CHECK! DETAILS AND DIMENSIONS SHOWN ON THE DRAWINGS WITH SITE CONDITIONS. (REVIEW THE PROJECT WITH THE LANDSCAPE ARCHITECT PRIOR TO STARTING WORK.! IDENTIFY DISCREPANCIES BETWEEN THE DRAWINGS AND SITE CONDITIONS AND RkQUEST A 1 CLARIFICATION FROM THE LANDSCAPE ARCHITECT. 4. PRIOR TO EXCAVATION WORK NOTIFY THE APPROPRIATE UTILITY COMPAN' IES AND VERIFY LOCATION OF ALL UNIDERGROUND UTILITIES. PROTECT THE UTILITIES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD. REPAIR OR REPLACEMENT OF DAMAGED UTILITIES SHALL BE PERFORMED AT NO ADDITIONAL EXPENS�S TO THE OWNER. I 5. PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUItHOUT THE CONSTRUCTION PERIOD. 6. PRIOR ARCHITTECTURAL, MEC THE WORK ELECTRICAL, AND PLUMBING REQUI EMENTS.. I 7. DETAILS NOTED AS "TYPICAL" SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS SHOWN THE CONSTRUCTION SHALL BE IQENTICAL OR SIMILAR TO THAT INDICATED FOR UKt CASES OF CONSTRUCTION ON THE � PROJECT. I 8. THE DRAWINGS ARE DIAGRAMMATIC, SCALING OF DRAWINGS FOR WORKING DIMENSIONS IS NOT ALLOWED. \ 9. PROVIDE ACCURATE LOCATIONS OF FEATURES. PROVIDE LAYOUT OF MAJOR 1 FEATURES WITH CHALK AND/ OR STAKES FOR REVIEW BY THE LANDSCAPE ARCHITECT. 1 10. PROVIDE SHOP DRAWINGS OF ITEMS REQUIRING OFF —SITE FABRICATION. PROVIDE COORDINATION DRAWINGS WHERE FABRICATED ITEMS REQUIRE MODIFICATION OF I THE SITE CONDITIONS FOR INTEGRATION. 11. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN MANUFACTURERS I INSTRUCTIONS OR SHOP DRAWINGS, AND THE DRAWING OR THE GENERAL NOTE$. AND/ OR GENERAL NOTESCAND WILL INTERPRET OF THE DRAWINGS ! I 12. PROVIDE ON —SITE, FULL SIZE MOCK —UPS PER SPECIFICATIONS. I 1 13. PROVIDE SAMPLES [SUBMITTALS OF MATERIALS TO THE LANDSCAPE ARCHITECT'', FOR REVIEW AND APPROVAL WITH THE SPECIFIED FINISHES PER SPECIFICATIONS. , 14. MANUFACTURERRS PRODUCT LITERATURE PROVIDE SAMPLES AND APPROVAL MATERIALS, AND OR I LANDSCAPE ARCHITECT AND OWNER. 1 15. FINISH GRADES SHALL ENSURE POSITIVE DRAINAGE OF THE SITE WITH SURFACES DRAINING AWAY ENGINEER'S BUILDINGS WALLS AND TOWARDS DRAINS AND INLETS. I 16. COMPLY WITH THE SOILS REPORT RECOMMENDATIONS FOR GRADING AND I COMPACTION BELOW FOOTINGS AND STRUCTURES. I 17. THE LANDSCAPE ARCHITECT SHALL APPROVE LOCATIONS OF ALL CONSTRUCTION JOINTS NOT INDICATED. 1 ACCESSIBLE SITE FURNISHINGS SURVEY I PICNIC TABLES I 25 PROVIDED; 13 ACCESSIBLE I BENCHES I 10 PROVIDED; 5 ACCESSIBLE 81 PROVIDED; 4 ACCESSIBLE I GRILLS I 4 PROVIDED; 2 ACCESSIBLE I DRINKING FOUNTAIN 1 PROVIDED; 1 ACCESSIBLE I SPRAY SHOWERS 3 PROVIDED; 1 ACCESSIBLE I\ LANDSCAPE SITE PLAN 1 " = 30' -0 REVISIONS I APPROVED I DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marejeharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO U 5' % . j ■ ' — LIMIT OF WORK CONCRETE :. ` : :: :.. `... ,: ♦ :. s' -- o ::.......� B STREET ' -8 ACH::a 'AND-,y =777 i>irr+li�„ .t•...:�.. ♦;� moo ATED PICNIC BE C ES, - - - -- TYP. FOR 2 ' � � � ♦ .t' EXISTING {. — 5 - - -- - -- ' -- -- — - -- — ------ '; ' REMAIN MEMORIAL ��NCHES TYP. FOR 4 1.;. ♦'.;..`:.•'''•�. NEW CU B PER CIV L I' r •1 RELOCATED PICNIC :- ` .'''• * ` 1 3 A CESSIBLE FOR (3 ',.r ac'. SPACES AND I.M. ` I - CURB CUTS PER CIVIL NEW BIKRE CKS EXISTING EXISTING 14 BIKES CES is '': ®1 ® .', LAWN VOLLEYBALL PROVIDED ;I } COURTS ', } BEACH ACCESS PATH . t . f• :1';' ; PER CIVIL r.'.'.: :.. PER UTIL. t! `BEAG : `. •:. ! ?,.'. ` •":':ir \ ON EXIGSRTIONUG N D �Y 1j 111 r ff •� Y' >t .:.. a.a Tly i�� "1' NFA'...;D.;. :O RET BENCHE y�, •• TWALL AROUND "E ;',: C E =� :a': }.' ,g .. a ....' STING CANARY :. ND. 'TE'X RE I;:: ; : ;,:`'•:..'.F..: 1:r' :. IN ',ND PAM TREE, ` Nfkl$,!. I P :i ' -...; ,: ; :ai::: `:V:: ARCHITECT FOR 11) ::': {. i:: . }. '. JAR ._ ,r ..: :..�;`•• ��p � E �' .r. ••'�' ..'.�?'''' 6 DECORATIVE CONCRETE .' .M TREE TO j ''•' EXISTIN( IAIN bLAIWALL At SHOWERS RETAIM NEW CIRCULAR PICN C ,..; : ..i1 +•r' :.•a: ?:� :,r .:. } '' :. REALIGN 7ABLE, 7YI5-. FOR k,5) jj r.... : \: .`.:' SHOWN 5 DECORATIVE CONCRET S' -- 'i': T ' REL Ll -7 ALL Al_ `. .. ,. r (12 TREE, TYP. FOR 5) �: r ,• MAINTAIN A MINIMUM A AN THE SITE :'i:7" I, O� <''f ♦:.::.. ':.`:'. EXISTING PI 5 DEEP POUR EDGE AT " ' REMAIN Lt -6 , TYP. O :r..1 \' + ' x. ° �,/,,I'', - :��.s.,:' .7f •: trr.. !'' x:11""/ j EXISTING SEA WALL TO :;9, "• "; j ;' l REMAIN � 070 WALL 14-16' BELOW GRADE):':" RELOCATED PICNIC � • L1 Y 9:' f y , U i. �I• M1y. Y :h' ' y'� .le.'. �);''yr , ` , �, 1 2 RELOCATE FIRE TYP. FOR : CONC ETE PAVING W L1 -6 L1 —F RING, 8.. : �:. i GUARDRAIL AND • �._ ..,.� .' :1 �Y ,'.� :. t�f^y •f�,`!: HANDRAIL -- NEW BB IL 4f % %; ` ,. :' r i HADE STRUCTURE--," .;gX::. .Fa•;.;:•.. '•:" <:: f INFILTRATION ZONE \ 9 TRUNCATED DOME z P \ t,6) '. ..''' TYP. as F I IT-0 ^F r y AT PLANTING AREAS, TYP. 6 EXISTING MAINT N'I 24 MIN. k'" I IFE UARD _ ' THEASAN H 4 f__ :x.z — I ;= ::'... STAIRS 1I^ ::f.:.: ' L1 -81 N LLARDS, TYP. 3 ! : r..a NFw STO IN !^ !STING KEYSTONE P CIVIL WALL REMAIN rs. IANDSCARE L1 FING LAND f / TNREAH D AVIN - �:.''.. .OMI i�� AIC1Al nrrecerQl c �ACCES 11 LE ROUTE PIE RESTRIPED SPACE 1 NUM PLAN R CIVIL ! ( I t EXISTING PARKING LOTS j I ! I N rJ W ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach . CA. 92075 t: 656.792,5906 /1: 858.792.5916 DATE: r' QT FNHANC CONCRE 1 APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: BY: _ DATE: DATE: DATE: 04/20/2012 DATE: AS - -60 EXISTING POARKING --�4 `L —p— Y ��0 /r- T T 1 :CESSIBLE ROUTE TO -4 E} T p P` T -r 6 C- ------------------ ------------------------ I T EN �I qqA I' -2 D C � E OF T1 ATE FIRE MARSHAL APPROVE �t AND PANIC ONLY,, tevrewed b >C' SIRF€T ' OR 2 7 2012 Approval of this plan does not authorize or •pprove any omission or deviation Trom pplicable regulations Final approval is subject i flelA Inspection One set of approved plans "M I be, available on the project site at all tir .=° CITY OF FIRE tL 66 65 o re 30' 15' 0' 30' 7 /ao /1z k1t N TP Op CALtf�� ICINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS L1 -1 LANDSCAPE SITE PLAN SHEET of 04/09/2012 100% CD LEGEND AND MATERIALS SCHEDULE SYMBOL PRODUCT DESCRIPTION SPECIFICATION 6 THICK PAVING ENHANCED CONCRETE PAVING LIGHT "QUARRIED STONE" FINISH WITH 1/2 DOSE DAVIS PALOMINO FINISH TYPE 1 INTEGRAL COLOR AND DECORATIVE SAWCUT SCORELINES, THICKNESS 4 THICK - .. AS NOTED. FINISH TO MATCH REFEREE PANEL MB -1. LITHOCRETE TEXTURED BANDS BANDS DELINATE A ZONE WHERE LITHOCRETE ALKALI SILICA REACTIVE — FINISH TYPE 2 AGGREGATES WILL BE SEEDED INTO TYPE 1 CONCRETE. THIS AREA WILL NOT BE A SEPARATE POUR. REFER TO LITHOCRETE ASR AGGREGATES FINISHES TABLE THIS PAGE FOR SPECIFIC FINISH TYPES AND COVERAGES. FINISHES TO MATCH REFEREE PANELS IN TABLE. ENHANCED CONCRETE PAVING HEAVY "QUARRIED STONE" FINISH WITH 1/2 DOSE DAVIS PALOMINO FINISH TYPE 3 INTEGRAL COLOR AND DECORATIVE SAWCUT SCORELINES, THICKNESS AS NOTED. FINISH TO MATCH REFEREE PANEL MB -3. 1.1.1.x.,. STABILIZED DG PAVING DECOMPOSED GRANITE COLOR: 3/8" MINUS "SUNNYSIDE" FROM DECORATIVE STONE SOLUTIONS OR TO MATCH EXISTING, STABILIZED I I i WITH DECORATIVE STONE SOLUTIONS PROVIDED WATER ACTIVATED I I I BINDER. (800) 699 -1878 TRUNCATED DOME CONCRETE ACKERSTONE TRUNCATED DOME 12 "X12" UNIT PAVERS, MORTAR PAVERS WITH VEHICULAR JOINTS. COLOR SHALL BE IN CLEAR CONTRAST TO ADJACENT SUBBASE CONCRETE, COLOR TO BE "CHARCOAL FACE MIX ". (NOTE TRUNCATED DOMES AT CURB RAMPS PER CIVIL PLANS). BEACH SAND CONTRACTOR TO STOCK PILE EXISTING BEACH SAND WITHIN LIMIT OF WORK LINE AND FURNISH NEW BEACH SAND AS NEEDED L1 -6 / 321316 / Lt -6 1 321316 L1 -6 1 / 321316 8 / 321217 L1 -6 9 / 321400 L1 -6 WALLS. CURBS AND STAIRS WALLS WITH 1/2 DOSE DAVIS PALOMINO RETAINING WALLS, STAIRS AND C.I.P. CONCRETE WALLS, STAIRS OR CURBS WITH 1/2 DOSE DAVIS SEEDED REFER TO 5 / 033301 FOR L1 -7 CURBS — FINISH TYPE 4 PALOMINO INTEGRAL COLOR, SMOOTH FORM FINISH L1 -7 L1 -8 / 033301 CIRCULAR PLANTER WALLS — C.I.P. CONCRETE WALLS WITH 1/2 DOSE DAVIS PALOMINO INTEGRAL FINISH TYPE 5 COLOR, SMOOTH FORM FINISH WITH 30% OF TOP OF WALL WITH LITHOCRETE ALKALI SILICA REACTIVE AGGREGATES. LITHOCRETE ASR AGGREGATES FINISHES TABLE THIS PAGE SEEDED REFER TO 5 / 033301 FOR L1 -7 SPECIFIC FINISH TYPES AND COVERAGES AND L1 -9 FOR LOCATIONS. ONEW ROUND PICNIC TABLES T CIS NEW SPRAY SHOWER MASTS RELOCATED SITE FURNISHINGS EXISTING PICNIC TABLES, CONCRETE, 8' X 6' rrF1 EXISTING WOOD BENCHES IEEXISTING FIRE CONCRETE RINGS CITY PROVIDED NEW OR RT EXISTING RECTANGULAR PICNIC TABLES, 8' X 6' Oo CITY PROVIDED NEW OR T EXISTING TRASH AND RECYCLING METAL RECEPTACLES REVISIONS I APPROVED I DATE PRECAST CONCRETE ROUND 60" DIA. TABLE TOP WITH BENCH SEATS, QTY: 7 US PRECAST CONCRETE MODEL NO. TSR60R —DM, NO UMBRELLA HOLE, / 129300 COLOR: TAN (DAVIS SAN DIEGO BUFF) AND FINISH: SMOOTH FINISH WITH FACTORY APPLIED COLOR SEALER, MOUNT TO PAVING PER MANUFACTURER'S RECOMMENDATIONS. SPACE BENCHES TO PROVIDE AT LEAST ONE 30" WIDE ACCESSIBLE SEATING SPACE AT EACH TABLE. PER ARCHITECT CONTRACTOR TO CLEAN & PLACE EXISTING FIXTURES BELOW: POWERWASH AND COAT WTIH GRAFFITI RESISTANT COATING, TYP. QTY: 16 PICNIC TABLES SHALL HAVE A MIN. KNEE CLEARANCE OF 27" HIGH, / 129300 19" DEEP AND 30" WIDE. SEE SHEET L1 -1 FOR LOCATIONS. MAINTAIN A 30 "X 48" PAVED ZONE AT ACCESSIBLE BENCHES TO PROVIDE SHOULDER TO SHOULDER CONFIGURATION, SEE CSPAG SECTION 20. POWERWASH CONCRETE, REPAINT LETTERING. MAINTAIN SAND LEVEL /FIRE SURFACE AT 9" ABOVE FINISH GRADE AT ACCESSIBLE FIRE RINGS, SEE CSPAG SECTION 26. PRECAST CONCRETE 8' RECTANGULAR TABLE TOP WITH INTERLOCKING BENCH SEATS, US PRECAST CONCRETE MODEL TS8 -5PC, COLOR:TAN (DAVIS SAN DIEGO BUFF) AND FINISH: SMOOTH FINISH (TOPS, SLATS AND LEGS) WITH FACTORY APPLIED COLOR SEALER, MOVEABLE. TABLES SHALL HAVE A MIN. KNEE CLEARANCE OF 27" HIGH, 19" DEEP AND 30" WIDE. FORMS AND SURFACES URBAN RENAISSANCE RECEPTACLES, COLOR AND FINISH: ARGENTO TEXTURE WITH CUSTOM GRAPHICS WITH CUSTOM BEACHES AND PARKS LOGO AND STEEL GRAPHICS BACKER. MOUNTING DETAIL: SURFACE MOUNT TO PROJECT CONCRETE PER MANUFACTURER'S RECOMMENDATIONS. PARKS AND REC TO CONFIRM ALL LOCATIONS PRIOR TO MOUNTING SUB - CONSULTANT SDA PROJECT NO. 0902 MARCIE HARRIS LANDSCAPE ARCHITECTURE ACAD FILE NO. 3103 Falcon Street, Suite C A22 San Diego, CA 92103 619.668.0637 CITY PROJECT NO: www.marcieharris.com QTY: 4 / 129300 QTY: 8 / 129300 QTY: 2 / 129300 TABLE j \—L EI -_ LITHOCRETE ALKALI SILICA REACTIVE (ASR) AGGREGATES FINISHES 2A FINISH TYPE 2A: SEEDED WITH 45% MOTHER OF PEARL #1 SIZE, 45% MOTHER OF PEARL ... 2 SIZE, AND 10% ABALONE SHELLS. COVERAGE FADES FROM 100% TO 25 %. FINISH SHALL MATCH REFEREE PANEL MB -2A. 2B FINISH TYPE 2B: EJ' p / SEEDED WTIH 50% 114 -2 ( #2 LIGHT AMBER TUMBLED GLASS) AND 45% SITE. 113 -1 1 DARK AMBER TUMBLED GLASS) AND 5% LIGHT AMBER FURNISHINGS,' `'SEE LEGEND � GLASS GEMS. COVERAGE FADES FROM 100% TO 25 7.. FINISH SHALL i " FOR TYPE. i MATCH REFEREE PANEL MB -2B. �. 2C FINISH TYPE 2C: — - -- SEEDED WITH 50% 127 -2 ( #2 LIGHT GREEN TUMBLED GLASS) AND 45% i 100 -1 ( #1 DARK GREEN TUMBELED GLASS) AND 5% LIGHT GREEN i P j• GLASS GEMS. COVERAGE FADES FROM 100% TO 257. FINISH SHALL MATCH REFEREE PANEL MB -2C. C I 2D FINISH TYPE 2D: ii,' ■ SEEDED WITH 90% SMALL EARTHTONE MIX ( #3 LIGHT GREEN, LIGHT i' BLUE AND CITRINE YELLOW TUMBLED GLASS, KRC ROCK PART NO. BEACH 89GLS6506) AND 10% LIGHT BLUE GLASS GEMS. COVERAGE FADES I FROM 100 % -25%.. FINISH SHALL MATCH REFEREE PANEL MB -2D. SAND Y ' A N I ■ EJ TO ABBREVIATIONS URB PER! I IONS �' NEW CML, FINISH E — EXISTING PALM TREE TYPE 4 ■ PA — PLANTING AREA NEW BIKE RACKS .1 0 y CJ — SAWCUT COLD JOINT ' BIKE SEPARATE POURS L1 -6 'CENTER' ( ) I I i� ■� ■�■ ■ ■ ■ ■� ■, i RACKS BETWEE 8' MI1V. 9' 9' S' 9' - - - -- 1 1 3 JOINT LINE T B / EJ — EXPANSION JOINT I -- r L1 -6 P /J01 t, d B — 11' -3 I — - __ - -- JO LAYOUT P F. TARTING POIN Cy • T9 EJ / ii �% 1 ENHANCED NEW CONCRETE'' I. 4_8n q ■ SAWCUT SCOR TYP. { TYPICAL JOINT PAVING. FINISH`TYPE 1, TYP. 4 15' TYP. ' -6 ". PATTERN AND ■ • ELINES; TYP.' T L1 -6 CJ i ' DIMENSIONS. 1.R TV EXISTING LAWN BEACH �. _ — t . . SAND <cr . . . . I \. F . R% •H ACCESS PATH 1�0' TYP�.�,� . . . . . . . TRANSFORMER, SEE UTILITY PLANS N QTY: 12 / 129300 10' 5' 0' 10' NMNNIEI ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: _ DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04/20/2012 DATE: FIRE APR 2 7 2012 Approval of this plan does not authorize or ;approve any mission or deviation from 1ppiicable, regulations Final approval iasui rj field inspection One aefof Approved plari§ hall be available o8 the arolest site at ail tim„ , CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS HARDSCAPE LAYOUT AND FURNISHINGS PLAN - NORTH DRAWING NO. L1 -2 SHEET lb' OF 04/09/2012 100% CD CURVED DECORATIVE FREESTANDING SEAT WALL AT C.I.P. CONCRETE WALLS WITH 1/2 DOSE DAVIS PALOMINO INTEGRAL COLOR, SMOOTH FORM FINISH WITH 50% OF TOP OF WALL SEEDED SHOWER — FINISH TYPE 6 WITH LITHOCRETE ALKALI SILICA REACTIVE AGGREGATES. REFER TO L1 -7 / 033301 LITHOCRETE ASR AGGREGATES FINISHES TABLE THIS PAGE FOR SPECIFIC FINISH TYPES AND COVERAGES AND L1 -9 FOR LOCATIONS. KEYSTONE RETAINING WALL REUSE EXISTING KEYSTONE BLOCKS AND RECONSTRUCT WALL AS PER CIVIL NEEDED GUARDRAIL AND HANDRAILS GUARDRAIL AND HANDRAIL AT GALVANIZED "TRICO" STEEL POST RAILING SYSTEM WITH 1 1/2" INSIDE 2 3 RAMP DIAMETER THICK WALL PIPE POSTS AND RAILS AND 3/16" 316 SS L1_g / 055001 CABLE INFILL PER THE DRAWINGS GUARDRAIL AND HANDRAIL AT ANNODIZED ALUMINIUM POST RAILING SYSTEM WITH 1 1/2" INSIDE CONCRETE STAIRS AND DIAMETER THICK WALL PIPE POSTS AND RAILS AND 3/16" 316 SS L1Sg / 055001 WALL H CABLE INFILL PER THE DRAWINGS. FENCING �o LANDSCAPE FENCE WOOD POST FENCE WITH 3/16" 316 SS CABLE INFILL, BURY MOUNT. 7 / 329300 Lt -6 NEW SITE FURNISHINGS B NEW BIKE RIBBON RACK "HEAVY DUTY CHALLENGER" RIBBON RACK, BELSON MODEL NO. QTY: 2 H36- 7 —P —SF. 7 BIKE SPACES PER UNIT. GALVANIZED STEEL FINISH, / 129300 SURFACE MOUNT. 5' -3" LENGTH, (800) 323 -5664 • NEW CONCRETE BOLLARDS PRECAST CONCRETE FIXED BOLLARD, INSTALL AT 30" HEIGHT, 8" DIA. QTY: 3 US PRECAST CONCRETE MODEL NO. 18, SHORT POUR 48" LENGTH, COLOR: TAN (DAVIS SAN DIEGO BUFF) AND FINISH: SMOOTH FINISH / 129300 WITH FACTORY APPLIED COLOR SEALER. BURY MOUNT, US PRECAST CONCRETE (619) 240 -8000 SOFT HIT BOLLARDS PER CIVIL D NEW DRINKING FOUNTAIN PER ARCHITECT OG NEW BBQ GRILL "CHAR —WOOD UNIVERSAL ACCESS CAMPSTOVE PARK GRILL WITH UTILITY SHELF ", BELSON MODEL NO. FC- 1193 —HC /US -100, COLOR QTY: 4 BLACK, BURY MOUNT IN CONCRETE FOOTING (800) 323 -5664 / 129300 ONEW ROUND PICNIC TABLES T CIS NEW SPRAY SHOWER MASTS RELOCATED SITE FURNISHINGS EXISTING PICNIC TABLES, CONCRETE, 8' X 6' rrF1 EXISTING WOOD BENCHES IEEXISTING FIRE CONCRETE RINGS CITY PROVIDED NEW OR RT EXISTING RECTANGULAR PICNIC TABLES, 8' X 6' Oo CITY PROVIDED NEW OR T EXISTING TRASH AND RECYCLING METAL RECEPTACLES REVISIONS I APPROVED I DATE PRECAST CONCRETE ROUND 60" DIA. TABLE TOP WITH BENCH SEATS, QTY: 7 US PRECAST CONCRETE MODEL NO. TSR60R —DM, NO UMBRELLA HOLE, / 129300 COLOR: TAN (DAVIS SAN DIEGO BUFF) AND FINISH: SMOOTH FINISH WITH FACTORY APPLIED COLOR SEALER, MOUNT TO PAVING PER MANUFACTURER'S RECOMMENDATIONS. SPACE BENCHES TO PROVIDE AT LEAST ONE 30" WIDE ACCESSIBLE SEATING SPACE AT EACH TABLE. PER ARCHITECT CONTRACTOR TO CLEAN & PLACE EXISTING FIXTURES BELOW: POWERWASH AND COAT WTIH GRAFFITI RESISTANT COATING, TYP. QTY: 16 PICNIC TABLES SHALL HAVE A MIN. KNEE CLEARANCE OF 27" HIGH, / 129300 19" DEEP AND 30" WIDE. SEE SHEET L1 -1 FOR LOCATIONS. MAINTAIN A 30 "X 48" PAVED ZONE AT ACCESSIBLE BENCHES TO PROVIDE SHOULDER TO SHOULDER CONFIGURATION, SEE CSPAG SECTION 20. POWERWASH CONCRETE, REPAINT LETTERING. MAINTAIN SAND LEVEL /FIRE SURFACE AT 9" ABOVE FINISH GRADE AT ACCESSIBLE FIRE RINGS, SEE CSPAG SECTION 26. PRECAST CONCRETE 8' RECTANGULAR TABLE TOP WITH INTERLOCKING BENCH SEATS, US PRECAST CONCRETE MODEL TS8 -5PC, COLOR:TAN (DAVIS SAN DIEGO BUFF) AND FINISH: SMOOTH FINISH (TOPS, SLATS AND LEGS) WITH FACTORY APPLIED COLOR SEALER, MOVEABLE. TABLES SHALL HAVE A MIN. KNEE CLEARANCE OF 27" HIGH, 19" DEEP AND 30" WIDE. FORMS AND SURFACES URBAN RENAISSANCE RECEPTACLES, COLOR AND FINISH: ARGENTO TEXTURE WITH CUSTOM GRAPHICS WITH CUSTOM BEACHES AND PARKS LOGO AND STEEL GRAPHICS BACKER. MOUNTING DETAIL: SURFACE MOUNT TO PROJECT CONCRETE PER MANUFACTURER'S RECOMMENDATIONS. PARKS AND REC TO CONFIRM ALL LOCATIONS PRIOR TO MOUNTING SUB - CONSULTANT SDA PROJECT NO. 0902 MARCIE HARRIS LANDSCAPE ARCHITECTURE ACAD FILE NO. 3103 Falcon Street, Suite C A22 San Diego, CA 92103 619.668.0637 CITY PROJECT NO: www.marcieharris.com QTY: 4 / 129300 QTY: 8 / 129300 QTY: 2 / 129300 TABLE j \—L EI -_ LITHOCRETE ALKALI SILICA REACTIVE (ASR) AGGREGATES FINISHES 2A FINISH TYPE 2A: SEEDED WITH 45% MOTHER OF PEARL #1 SIZE, 45% MOTHER OF PEARL ... 2 SIZE, AND 10% ABALONE SHELLS. COVERAGE FADES FROM 100% TO 25 %. FINISH SHALL MATCH REFEREE PANEL MB -2A. 2B FINISH TYPE 2B: EJ' p / SEEDED WTIH 50% 114 -2 ( #2 LIGHT AMBER TUMBLED GLASS) AND 45% SITE. 113 -1 1 DARK AMBER TUMBLED GLASS) AND 5% LIGHT AMBER FURNISHINGS,' `'SEE LEGEND � GLASS GEMS. COVERAGE FADES FROM 100% TO 25 7.. FINISH SHALL i " FOR TYPE. i MATCH REFEREE PANEL MB -2B. �. 2C FINISH TYPE 2C: — - -- SEEDED WITH 50% 127 -2 ( #2 LIGHT GREEN TUMBLED GLASS) AND 45% i 100 -1 ( #1 DARK GREEN TUMBELED GLASS) AND 5% LIGHT GREEN i P j• GLASS GEMS. COVERAGE FADES FROM 100% TO 257. FINISH SHALL MATCH REFEREE PANEL MB -2C. C I 2D FINISH TYPE 2D: ii,' ■ SEEDED WITH 90% SMALL EARTHTONE MIX ( #3 LIGHT GREEN, LIGHT i' BLUE AND CITRINE YELLOW TUMBLED GLASS, KRC ROCK PART NO. BEACH 89GLS6506) AND 10% LIGHT BLUE GLASS GEMS. COVERAGE FADES I FROM 100 % -25%.. FINISH SHALL MATCH REFEREE PANEL MB -2D. SAND Y ' A N I ■ EJ TO ABBREVIATIONS URB PER! I IONS �' NEW CML, FINISH E — EXISTING PALM TREE TYPE 4 ■ PA — PLANTING AREA NEW BIKE RACKS .1 0 y CJ — SAWCUT COLD JOINT ' BIKE SEPARATE POURS L1 -6 'CENTER' ( ) I I i� ■� ■�■ ■ ■ ■ ■� ■, i RACKS BETWEE 8' MI1V. 9' 9' S' 9' - - - -- 1 1 3 JOINT LINE T B / EJ — EXPANSION JOINT I -- r L1 -6 P /J01 t, d B — 11' -3 I — - __ - -- JO LAYOUT P F. TARTING POIN Cy • T9 EJ / ii �% 1 ENHANCED NEW CONCRETE'' I. 4_8n q ■ SAWCUT SCOR TYP. { TYPICAL JOINT PAVING. FINISH`TYPE 1, TYP. 4 15' TYP. ' -6 ". PATTERN AND ■ • ELINES; TYP.' T L1 -6 CJ i ' DIMENSIONS. 1.R TV EXISTING LAWN BEACH �. _ — t . . SAND <cr . . . . I \. F . R% •H ACCESS PATH 1�0' TYP�.�,� . . . . . . . TRANSFORMER, SEE UTILITY PLANS N QTY: 12 / 129300 10' 5' 0' 10' NMNNIEI ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: _ DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04/20/2012 DATE: FIRE APR 2 7 2012 Approval of this plan does not authorize or ;approve any mission or deviation from 1ppiicable, regulations Final approval iasui rj field inspection One aefof Approved plari§ hall be available o8 the arolest site at ail tim„ , CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS HARDSCAPE LAYOUT AND FURNISHINGS PLAN - NORTH DRAWING NO. L1 -2 SHEET lb' OF 04/09/2012 100% CD LEGEND SYMBOL PRODUCT DESCRIPTION 6° THICK PAVING ENHANCED CONCRETE PAVING — FINISH TYPE 1 LITHOCRETE TEXTURED BANDS — FINISH TYPE 2 ENHANCED CONCRETE PAVING - - -- __ _ -_ -_ — FINISH TYPE 3 1 STABILIZED DG PAVING 1.1.1.1.1. 1.1.1.1.1.1 I.I.1 TRUNCATED DOME CONCRETE PAVERS WITH VEHICULAR SUBBASE BEACH SAND WALLS. CURBS AND STAIRS RETAINING WALLS, STAIRS AND CURBS — FINISH TYPE 4 CIRCULAR PLANTER WALLS — FINISH TYPE 5 CURVED DECORATIVE FREESTANDING SEAT WALL AT SHOWER — FINISH TYPE 6 KEYSTONE RETAINING WALL GUARDRAIL AND HANDRAILS GUARDRAIL AND HANDRAIL AT RAMP GUARDRAIL AND HANDRAIL AT CONCRETE STAIRS AND WALL H FENCING LANDSCAPE FENCE NEW SITE FURNISHINGS B NEW BIKE RIBBON RACK • NEW CONCRETE BOLLARDS pp+ SOFT HIT BOLLARDS LJ D NEW DRINKING FOUNTAIN OG NEW BBQ GRILL ONEW ROUND PICNIC TABLES OS NEW SPRAY SHOWER MASTS RELOCATED SITE FURNISHINGS EXISTING PICNIC TABLES, CONCRETE, 8' X 6' MB EXISTING WOOD BENCHES EXISTING FIRE CONCRETE RINGS CITY PROVIDED NEW OR RT EXISTING RECTANGULAR PICNIC TABLES, 8' X 6' MATCHLINE SEE SHEET L1 -2 ABBREVIATIONS E — EXISTING PALM TREE PA — PLANTING AREA CJ — COLD JOINT (SEPARATE POURS) L1 -6 EJ — EXPANSION JOINT 3 L1 -6 0 CITY PROVIDED NEW OR SEE SHEET L1 -2 FOR T EXISTING TRASH AND COMPLETE MATERIALS RECYCLING METAL SCHEDULE RECEPTACLES REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com NEW STmR'+M DRAIN _ LINE, PERT' CIML L1-6 'DEEP POUR EDGE BEACH SAND, TYP; ACCESSIBLE SITE — ? FURNISHINGS; SEE- SHEET.L1 -2.F0R 1 r /1 . t1, t t SITE FURNIS�IiNGS,' SEE_ F LEGEND $1 k♦ ET L1 -2 FOR . j. TYPE e9 TRUNCATED DOME— L1' -6 WARNING CONCRETE UN PAVERS,.. TYP. '.. , • F BEACH SAND EXISTING - •r''d': SEA WALL ' ' CENTER FIRE . PITS BEWTEEN ` F P TABLES; TYP.. ' , .. 1. / j ' IJ rlj .At r MAYCklkE SEE SHEET L1-4.1 AND SHEEFT/ 11-4.2 ` . G�i,: CENTER 'GRILL fiil / BETWEEN JOII a 'LINES; .TYP . P / F N (D mmmmmm"==mm9 10' 5' 0' 10' SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 (1: 858.792.5916 11.) PUBLIC WORKS RY' DATE: ENGINEERING BY: — DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: — BY: _ DATE: DATE: 04/20/2012 DATE: 15105 l / 1 / / / / / l / / / J / / A / i f l i / 1 i r at' r i / / / l f AEET EX1S41NG )UARDRAiL, MODIFY NS NEEDED r / r' LANDSCAPE,/FENCE / EXISTING NATIVE PLANTS.-/ PROTECT IN PLACE PER /SPECIFICATION 0139 — RETAINING ,WALL E L14 r3 RETAINING WALL C L1 -7 — RETAAAIMNG WALL A L11 / 2 / — DETAINING WI B L1 -7 /f i GUARDRAIL L12 9T 2 /; /f HANDRAIL 1_11-8 / COBBLE /LINED CHANNEL L117 f f / ENHANCED CONCRETE / PAVIN 4'//THICK, FINISH TYPE 3 L— / I L1 -5 / FINISH ' 0 / � I ICE OF HLS L FIRE IVIAKSIiA� AP D F IC ONLY f I Revi ed by' � APR 2 7 2012 Approval of this plan does not authorize or approve any dniiSSi @h at cl&Via#iob ii6fi appiieabl@ fegidationk, Fiaal apPfov4j +§ a4wlect to field inspectionOnawf0faPff"44 41 4411beaval tabla0RtheAf91r?0 *P #E# g� ITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS HARDSCAPE LAYOUT AND FURNISHINGS PLAN - MIDDLE DRAWING NO. L1 -3 SHEET lP OF 04/09/2012 100% CD LEGEND SYMBOL PRODUCT DESCRIPTION • 6r' THICK PAVING ENHANCED CONCRETE PAVING FINISH TYPE 1 LITHOCRETE TEXTURED BANDS — FINISH TYPE 2 ENHANCED CONCRETE PAVING — FINISH TYPE 3 I.I III. STABILIZED DG PAVING 1.1.1.1.1.1 l.l.l TRUNCATED DOME CONCRETE FFM PAVERS WITH VEHICULAR SUBBASE BEACH SAND WALLS. CURBS AND STAIRS RETAINING WALLS, STAIRS AND CURBS — FINISH TYPE 4 CIRCULAR PLANTER WALLS — FINISH TYPE 5 CURVED DECORATIVE FREESTANDING SEAT WALL AT SHOWER — FINISH TYPE 6 'I C; O P �. MATCHLINE SE ,SHE L1-3 EXISTING* ASPHALT. . ATH' TO'-.REMAIN F' G —BASE BID ONLY ,! . t 'O t KEYSTONE RETAINING WALL — O II GUARDRAIL AND HANDRAIL AT EXISTING RAMP 'REMAIN STATION " GUARDRAIL AND HANDRAIL AT -NEW ENHANCED CONCRETE STAIRS AND V WALL H 1 V FENCING LANDSCAPE FENCE ' CONCRETE PAVING TO f / EXISTING BEACH SAND NEW SITE FURNISHINGS MEET EXISTING ASPHALT • NEW CONCRETE BOLLARDS SOFT HIT BOLLARDS PATH AS SHOWN I t KEYSTONE RETAINING WALL — GUARDRAIL AND HANDRAILS GUARDRAIL AND HANDRAIL AT EXISTING RAMP LIFEGUARD STATION " GUARDRAIL AND HANDRAIL AT CONCRETE STAIRS AND V WALL H V FENCING LANDSCAPE FENCE ' NEW SITE FURNISHINGS B NEW BIKE RIBBON RACK • NEW CONCRETE BOLLARDS SOFT HIT BOLLARDS ABBREVIATIOINS' D NEW DRINKING FOUNTAIN E — EXISTG PALM OG NEW BBO GRILL PA — PANTING AF r',- ,6J SAWCUT COLI (SEPARATE POURS) SNEW ROUND PICNIC TABLES T IDS NEW SPRAY SHOWER MAST`. RELOCATED SITE FURNISHINGS EXISTING PICNIC TABLES, CONCRETE, 8' X 6' S EXISTING WOOD BENCHES EXISTING FIRE CONCRETE RINGS CITY PROVIDED NEW OR RT EXISTING RECTANGULAR PICNIC TABLES, 8' X 6' 0 T SEE SHEET L1 -2 FOR MATERIALS SCHEDULE REVISIONS CITY PROVIDED NEW OR EXISTING TRASH AND RECYCLING METAL RECEPTACLES APPROVED I DATE I EJ — EXPANSION J r7 } ( I i N 10' 5 0' V SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com / EXISTING ASPHALT ,v CD ROAD TO j REMAIN U R \ NEW STORM DRAIN PER CIVIL \� \ \� \ REPLACE EXISTING % \ ♦ ASPHALT PAVING AT NEW STORM DRAIN LINE, TYP. l ' i G; SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: / EXISTING BEACH SAN[ PATH N D EXUTING STRIPING r 'CURB TO PER CIVIL REMAIN ' PA = yr NEW CURB ' PER CIVIL %. II 1 i i J CONCRETE PAVING, FINISH I t \TYPE 3 I TRASH ENCLOSURE PER ARCH / EXISTING DG PAVING \ `• r' TO REMAIN ' EXISTING LANDSCAPE II FENCE TO REMAIN t I II i PA I I , EXISTING I I 1 EXISTING \ \ \ 1w9� KEYSTOONE I I \ \ \ \ ASPHALT PATH TO I, �� REMAIN I \ \\ \ ASPHALT -,,REMAIN \ \ \ O J I EXISTING \ ROAD REMAIN EXISTING \ \ \L J \ \ \ EXISTING LAWN PARKING ♦� \ _ _ _ _ _ _ \ PARKWAY LOT r ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY; Solana Beach . CA. 92075 t 858.792.5906 ( f: 858.792.5916 DATE: ENGINEERING RY- DATE: T IID ALT. it '---- - - - - -- I I� r�---- - - - - -- E l� z wm LIMIT OF WORK Re4tewea by _ r' t APR 2 7 2012 r <., ST' Approval of this plan does not authEri ° approve an Ze or APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04120/2012 DATE: FIRE YOM ssionordevlatint from to ho'"Spegalatians. r"nal appt0v#1 is subject A Ellie a6speenae. (3ne Set of approved plaits attaii he availalsla art the project sit@ at all tjmss CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS HARDSCAPE LAYOUT AND FURN. PLAN -SOUTH BASE BID DRAWING NO. L1 -4.1 SHEET 17 OF, 04/09/2012 100% CD LEGEND SYMBOL PRODUCT DESCRIPTION -6p THICK PAVING ENHANCED CONCRETE PAVING i - ' ' >` • . . Iq'\ - ' . `_i i F (, ` , l 1, / i - FINISH TYPE 1 4 fJ . , i V ; . . U ` C �. c� rr MA SEE SHE T L1 -3 , ✓ / T- LITHOCRETE TEXTURED BANDS .';''• ' ' L'? ' ., � ' 4 �' y_t " � ! r r it � - FINISH TYPE 2 " G �q _ _ -CENTER- ;GRILL • sr, l 1 -- = - /tit C_ I r BETWEEN 0 N J O I CQ / `• P :LINES; .TYP - -_- ENHANCED CONCRETE PAVING / TRUNCATED DOME -- -- - FINISH TYPE 3 WARNING" CONCRETE UNIT PAVERS / _ P STABILIZED DG PAVING J' \ / 1=. 6 ENHANCE17,IGEW' NCRETE PAVING. ,FINISH E 1, TYP.' /, } 1 I 1 f 1 Q f l TRANSITION CONCRETE FINISH ! CURB- P.ER CIA 'FIN 4 /TYPE AREA 1 TO TYPE 3 IN THIS TRUNCATED DOME CONCRETE 1' TE�(TXIREDND, ENHANCED ' r ' ' L1 -6 COhiOR PAVING FINISH ro . PAVERS WITH VEHICULAR I. SUBBASE TYPE Z'_ N. BEACH SAND f 11 l+ `pl,, CJ \�, _ _ q i LIMIT OF WOR -INFIL ATI N GARD PA %J WALLS. CURBS AND STAIRS: RETAINING WALLS, STAIRS AND / / T - - y - . t' i i . \�. Jl O CURBS - FINISH TYPE 4 CIRCULAR PLANTER WALLS - J i. , �r \' FINISH TYPE 5 -- i• UBDWAINAG - ,f _ DATS�,PR fI / t( i f STRIPING P EXISTING % PER CIVIL -x ` 'N ` � CURB TO CURVED DECORATIVE REMAIN - - FREESTANDING SEAT WALL AT -- = _ _ _ - _ - I �� HOS B AT. W L,' R GIV / - - -:_ _ _ -_ 1 PA -- { RETAINING WALL G SHOWER - FINISH TYPE 6 _ ___� �� - 0� \ -- -r \- - - -" NEW CURB L i - _ _ _ _ ' > _ _ _ _ _ _ _ _ _ GUARDRAIL AT STAIRS TO MATCH 1 EXISTING �x t� / /. _ __ _ _ _ _ - _ _ - ARCH GUARDRAIL AT OVERLOOK L 8 PER CIVIL KEYSTONE RETAINING WALL LIFEGUARD STATION a ;. ti Y- \- /'. -- - - - -= f CONCRETE STAIRS 1 —ter GUARDRAIL AND HANDRAILS a \\ - a__ 1 GUARDRAIL AND HANDRAIL AT P�h \\ } -rJ HANDRAIL L1 -8 r� RAMP ,' �---_ i = 5 = -- ___ - _ WV il/�� _ _- _ r. -- CONCRETE CHEEK WALL GUARDRAIL AND HANDRAIL AT CONCRETE STAIRS AND -_� / / / \` _ - _ %�- I` \\ \ �I WALL H - 1 � fi •gym__ t� > -_ -_ 1 1 S �]� Lt -7 RETAINING WALL F - \ a _ _ _ _ _ _ PA CONCRETE FENCING \ j _ - -_-= -_ -r'� - - __ t i - o LANDSCAPE FENCE � BROW DITCH, PER CIVIL r �`, s` 4 +g -= _ �� t. � - = d _ _ ____ _ __ _??_ it` ,i 'I i ',FINSHG 2 . RETAINING WALL H NTYPE 3 NEW SITE FURNISHINGS L1�7 s •. - y _ ___ 1 \ / NEW STORM TRASH B NEW BIKE RIBBON RACK - = -- J/ _ _ _ - DRAIN PER NCLOSURE OVERLOOK GUARDRAIL/ON - RETAINING ` _ CIVIL ! PER ARCH WALL F TO MATCH ARCH DETAIL \ a Y T -- ' • NEW CONCRETE BOLLARDS 8- - -__ - -_ _ -- _ - -} \ / _ STABILIZED DG PAVING - _ _ -_ - -_ _ _ ; 1 �o 7 / y \ i EXISTING IDG PAVING / \a L1 -6 NEW LANR5CAPE FENCE `` I : I 4 I \ ._ 6 -� - y -v= " , _ f� R ?\ TO REMAIN / / €XISTING LANDSCAPE FENCE AND DG I \� CONCRETE FIXED _ PAVING TO REMAIN I I ;. BOLLARD, TYP FOR (3) 1 _ ENHANCED NEW CONCRETE SOFT HIT BOLLARDS _ _f _ - ' -t' 1 EXISTING LANDSCAPE _ _= a i PAVING. FINISH TYPE 3, TYP. FENCE TO REMAIN D NEW DRINKING FOUNTAIN ! I / URB CUT _ _ Pq - -- �' \ PER CIVIL \\ ,� - _ __ _ __ _ - _ _ A \`�\ NN oG NEW BBQ GRILL / I \,' __. _? r _ , �� \ 'r O f _ _ : -- _ _ _ _ , TRANSITION CONCRETE FINISH * PA 'V _ r'- == - _ TYPE 3 TO TYPE 1 IN THIS y� t AREA i - 'T..-f. EXISTING 1 - = _ _ - - ' - ' -r i ' s WALL TO I NEW ROUND PICNIC TABLES i I �1 \I �',r - ? -? KEYSTONE 1, PARKING REMAIN THICKENED EDGE AT PLANTING 6 �O STRIPING J� / ® g ` if AREAS, TYP. Ll -6 - -- PER"- C-Nlll.- -.._._ I '�'' ENHANCED CONRETE PAVING, 1 a O S NEW SPRAY SHOWER MASTS , `� h - --- _ -_._. _ 4" THICK, FINISH TYPE 1 L1 -6 T -6" BI ALT. O TYP. RELOCATED SITE FURNISHINGS )ENHANCED CONRETE PAVING, EXISTING PICNIC TABLES, j 4 TFIiCK, - FJN.LSH TYPE 1 _ �1 '� ^ti ' - w f P - -- - - CONCRETE, 8 X 6� \ \\ a_ - ' - _ °0 l.. - Mg EXISTING WOOD BENCHES NE W STABILIZED EXISTING r ;I -.- \ 0 WN E PAVING - I I PARKING �` J't t' + } -- .« PARKWAY f� DG / �/ L1 6 F EXISTING FIRE CONCRETE f LOT - `- - - - -- -- RINGS I k� -�� -� �- r--E -� 1• �...� � f - f -� -f -� i ��H• - -� 1 j J t 1 1 1 LIMIT OF WORK CITY PROVIDED NEW OR i ABBREVIATIONS � CURB CUT PER CIVIL t !r , 9 9 OFFICE OF THE STATE FIRE MARSHAL RT EXISTING RECTANGULAR / E - EXISTING PALM TREE ' APPROVEDF }k IjD IC ONLY i Tl PICNIC TABLES, 8' X 6' i ; PA - PLANTING AREA i <(J T Reviewed by . 3 - % c; �(.� �pVIORRIS4AF ,1P CJ - SAWCUT COLD JOINT L1 -6 \� sq °� (SEPARATE POURS) APR 27 2012 _ Oo CITY PROVIDED NEW OR T EXISTING TRASH AND Approval of this plan does not authorize or 7/70/14 10' 5' 0' 10' EJ - EXPANSION JOINT 3 rove an omission or deviation from ro1We RECYCLING METAL 'pP Y 470-2417- SEE SHEET L1 -2 FOR RECEPTACLES L1 -6 pplieableregulations Final approval is subject sa r MATERIALS SCHEDULE f=ield inspection One set of approved plans qTF 0� 01 be available on the project site at alltrul" OF pAUEO REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 MARCIE HARRIS LANDSCAPE ARCHITECTURE PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE ACAD FILE NO. Stephen Dalton Architects, INC. �.:. MOONLIMPROVEMENTS BEACH L1 -4 2 3103 Falcon Street, Suite C A22 444 South Cedros . Studio 182 BY. BY: BY: BY: BY: ■ San Diego, CA 92103 619.688.0637 CITY PROJECT NO: Solana Beach . CA. 92075 .ssost,: ase.7szss,s 04/20/2012 mm.marcleharris.com ,: asa7sz DATE: DATE: DATE: DATE: DATE: HARDSCAPE LAYOUT AND FURN. PLAN -SOUTH BID ALTERNATE SHEET (S of IP 04/09/2012 100% CD REVISIONS RAIL L1.8 HANDRAIL ATTACHED TO NOTCHED LEAVE OUT AT DRAINAGE OUTFALL SECTION AT CONCESSION AREA LOOKING NORTH 3/16" = 1'- 0" RETAINING WALL PLANTER WALL L1.7 EXISTING TRAIL AND RAILING BEYOND SHOWER MAST PER ARCHITECT i i i i TERMINATE EXISTING RAILING ATNEW RAIL""' ^"" MlK"T� DURING CON? MAINTAIN A i HANDRAIL OUTLINE OF BLDG IN FRONT OF SECTION __ -- LANDSCAPE FENCE ON SLOPE — — — EXISTING NEW RAMP TRAIL TO - - - - -- — REMAIN (NOT GRADE AT CONCRETE BROW DRAIN�GAC F — — — — DITCH OUTFE -- - - - - -- --------------------------------- ------------ - - - - -- — — 3 CUTOFF WALL WITH ---` L1 7 NOTCHED WEIR OVERFLOW, WALL C RETAINING WALL E BEHIND RAMP 27 ARDRAIL L1.8 -RAMP FREESTANDING L1.8 HANDRAIL AT CURB 2 SECTION BEHIND RESTROOM AND CONCESSION BUILDING LOOKING EAST 3/16" = 1'- 0" CURVED SEAT WALL L1.7 ELEVATION IN FRONT OF RESTROOM AND CONCESSIONS BUILDING LOOKING EAST 3/16" = 1'- 0" APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, INC. 444 South Cadres . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS M DATE: ENGINEERING DATE: 1 1 -5 EXISTING SLOPE PLANTING BEYOND LANDSCAPE FENCE ON SLOPE WHEN WALL HEIGHT IS OVER L1.6 30" CULAR PLANTER WALL L1.7 APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: - BY: 04/20/2012 DATE: DATE: DATE: —GRADE BEHIND WALL WALL A L1.7 WALL AT RAMP, WALL B L1.7 FINISH GRADE /PAVING RETAINING 4 WALL E BEHIND L1.7 RAMP SLOPED PLANTING AREA;, 6" WIDE NOTCH AT CURB FOR OVERFLOW DRAINAGE, LOCATE 6' -0" O.C. 2 FREESTANDING L1.8 HANDRAIL AT CURB —6" HIGH CONCRETE CURB PER CIVIL, FINISH TYPE 4 FINISH SURFACE AT PAVING. NOTE: FINISH GRADE IN PLANTING AREA AT CURB LINE SHALL BE APPROX. 7" BELOW TOP OF CURB, TYP. AT INFILTRATION GARDEN ONLY. AT INFILTRATION ZONE BEYOND OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE AN Reviewedby m APR 2 7 2012 approval of this plan does not authorize or wr6ve any omission or deviation from pplleabieregulationa Final approval is subject c field Inspection. One Not of approved plans 'call be available an the orojeet site at all tim" CITY OF ENCINITAS - PARKS & RECREA FIRE MOONLIGHT STATE BEACH IMPROVEMENTS ELEVATIONS AND SECTIONS DRAWING NO. L1 -5 SHEET (g' OF 04/09/2012 100% CD O1 PAVING FINISH PER PLAN AND MATERIAL SCHEDULE O SAWCUT CONTROL JOINTS PER 4/L1.6 THICKNESS; 6" UNLESS OTHERWISE NOTED AS 4" THICK O4 REINFORCING PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS, MIN. REINFORCING TO BE #4 REBAR 0 18" O.C. BOTH WAYS, CENTERED IN THE SLAB O SAND SETTING BED O COMPACTED SUBGRADE PER SOILS REPORT V ° 4 4 5 - -d 4e' 4 ° d 4 4 . 4 4 1 a 4 3/8" OD a' 4 4 ° 4 a� 4 4 ° 4. d 3 4.. 4 ° ° 2 4 ° d 4 d4 Q ° 7 ° ° 4 4 Q d. ° 4 4 O CONCRETE PAVING, SEE DETAIL 1/1_1 -6 O COMPRESSIBLE JOINT FILLER PER SPECIFICATIONS O BACKER ROD PER SPECIFICATIONS OSEALANT PER SPECIFICATIONS TO MATCH ADJACENT CONCRETE DUST WITH CONCRETE SAND O FACE OF BOLLARD, POLE, SITE WALL OR OTHER VERTICAL APPURTENANCE WHERE OCCURS, SEE PLAN NOTES: 1. ISOLATION JOINT OCCURS AT PAVING ADJACENT TO A BOLLARD, POLE, RETAINING WALL OR SEAT WALL. 2. SEE ARCHITECT'S DETAILS FOR ISOLATION JOINT AT BUILDING WALL /WATERPROOFING /PROTECTION BOARD. 3. ALL OTHER EXPANSION JOINTS SHALL BE HIDDEN EXPANSION JOINTS PER DETAIL 3/ L1 -6 4. REFER TO L1 -2, LI -3 AND L1 -4 FOR PLACEMENT OF ALL JOINTS, TYP. C LL C1%J C U O CONCRETE PAVING, SEE DETAIL 1 /L1 -6 O1/4" DIAMOND PLATE DOWEL SYSTEM OR APPROVED EQUAL, O CONCRETE PAVING, SEE DETAIL AT 26' -0" O.C. 1/1_1 -6 O COMPRESSIBLE JOINT FILLER PER O SAW CUT SCORELINE, 1/8" WIDE SPECIFICATIONS, 1/8" WIDE OSAW CUT SCORELINE, 1/8" WIDE NOTES: 1. DO NOT PROVIDE DOWEL AT T— AND UNSYMMETRICAL INTERSECTIONS OR RAMPS SO THAT HORIZONTAL MOVEMENTS CAN OCCUR WITHOUT DAMAGING THE ABUTTING PAVEMENT. 2. REFER TO L1 -2, L1 -3, AND L -4 FOR PLACEMENT OF ALL HIDDEN EXPANSION JOINTS, TYP. 3. SAW CUTS SHALL BE STRAIGHT AND TRUE WITH NO SHATTER, TYP. 4. WHERE SAW DOES NOT REACH END OF SURFACE JOINT IS TO BE FINISHED BY HAND, TYP. 1 2 ° a a o ° a d as ° 4 ° d Q 4 Q d Q d 4 ° 4 4 b O e 4 ° 4 4 ° O 1,1iS»F 1. REFER TO L1 -2, L1 -3, AND L1 -4 FOR PLACEMENT OF ALL CONTROL JOINTS, TYPICAL. 2. SAW CUTS SHALL BE STRAIGHT AND TRUE WITH NO SHATTER, TYPICAL. 3. WHERE SAW DOES NOT REACH END OF SURFACE JOINT IS TO BE FINISHED BY HAND, TYPICAL. OCONCRETE PAVING O #4 REBAR ® 24" O.C. AND (4) #4 REBAR CONTINUOUS AS SHOWN O 1/4" RADIUS EDGE, TYP. O TOP OF SAND O5 FINISH GRADE PER CIVIL PLAN O COMPACTED SUBGRADE PER SOILS REPORT 6" = 1' -0" 1 CONCRETE PAVING T' =1' -o" 2 ISOLATION JOINT 6 "=1' -0" 3 HIDDEN EXPANSION JOINT 4 SAWCUT CONTROL JOINT 5 DEEP POUR EDGE 11/2 " =1.4. 1 1 2 3 x< 5 4 s - - - - -- a s a a s R-7 °=�1II II - •' I -MI I I 11I III —III — � 111111111 NOTE: COORDINATE THICKENED EDGE AT BLDG PER DETAIL 12/S1.3 THICKENED EDGE AT ALL PLANTING AREAS O CONCRETE PAVING O #4 REBAR ® 24" O.C. AND (1) #4 REBAR CONTINUOUS AS SHOWN O 1/4" RADIUS EDGE, TYP. l� TOP OF MULCH AT PLANTING AREAS O FINISH GRADE PER CIVIL PLAN O COMPACTED SUBGRADE PER SOILS REPORT x t0 I r i� N I J U UJ w a 8' 0. C. GRADE �_ \— TENSIONING DEVICES AT 4 TERMINATION SHALL BE ULTRA —TEC TYPE 316 SS "WAGNER" "INVISIWARE" 1' RECEIVERS. SPACE TENSIONERS AS RECOMMENDED BY THE MANUFACTURER. SET POSTS IN CONCRETE 4X4 PT WOOD POSTS 3/16" DIAMETER 1X19 CONSTRUCTION TYPE 316 "WAGNER" CABLE, TYP. DRILL HOLES THROUGH INTERMEDIATE POSTS CABLES SHALL BE SWAGED OR CUT IN THE FIELD RECOMMENDED MANUFACTURER: WAGNER COMPANIES, 800 - 786 -2111 H CL U.1 0 z g O 3" DEPTH COMPACTED STABILIZED DECOMPOSED GRANITE TOP OF PATHWAY TO BE FLUSH WITH HEADER. O 4" DEEP CLASS II BASE PER SOILS REPORT O 12" DEPTH 95% COMPACTED SUBGRADE PER SOIL'S REPORT O SUBBASE O RECYCLED WOOD HEADER WHERE NEEDED. O FINISH GRADE PER PLANS OMULCH O ADJACENT CONCRETE SURFACE /CURB NOTES: 1. SEE SPECIFICATIONS FOR CRUSHING AND SCREENING OF DECOMPOSED GRANITE. 2. SEE MATERIAL SCHEDULE L1 -2 FOR COLOR AND SIZE OF DECOMPOSED GRANITE. OFFICE. OF THE S APPROVED FIR Reviewed by .— 97s•Hll r A O 11 -3/4" x 11 -3/4" x 60 mm DEEP TRUNCATED DOME CONCRETE PAVERS SET PAVER (NOT TOP OF DOMES) FLUSH WITH ADJOINING PAVING. PAVER TYPE AND FINISH PER MATERAILS SCHEDULE, SHEET L1 -2 O 4" THICK CONCRETE SUBBASE WITH LEAVE OUT FOR PAVERS O CONCRETE PAVING, TYPE PER PLAN. THICKENED EDGE AT PAVERS. O 1/4" MIN./ 1/2" MAX GROUTED JOINTS, GROUT TYPE TO BE "MAPEI ULTRACOLOR PLUS GROUT', COLOR TO BE SELECTED TO MATCH TRUNCATED DOME PAVER COLOR. JOINTS SHALL HAVE A 1/4" RADIUS MAX. O3/4" LATEX — PORTLAND CEMENT SETTING BED, APPLY WITH U NOTCH TROWEL. TYPE TO BE "MAPEI GRANIRAPID SYSTEM ". O AFTER PAVERS HAVE BEEN SET, FILL PAVER JOINTS HALF —WAY WITH "MAPEI GRANIRAPID LATEX — PORTLAND CEMENT ", FINISH WITH GROUT. O 3/4" MORTAR LEVELING COURSE AS NEEDED, THICKNESS APPROX. TYPE TO BE "MAPEI TOPCEM PREMIX WITH PLANICRETE AC". FLAT TROWEL THIN BOND COAT "MAPEI TOPCEM PREMIX WITH PLAINCRETE AC" ON CONCRETE SUBSTRATE l91 COMPACTED SUBGRADE PER GEOTECH REPORT Approval of this plan does not uthorize r r 3pprnve arty omission ordeviat on from ImliiaahiC faguiations Final ap )roval is subject 'opultlInspection one set ofa proved plans -t,ali ho available on tho nroiee site at all 0-11 6 THICKENED EDGE 11/2 " =1' -0" 7 LANDSCAPE FENCE 1/2 " =1' -0" 8 STABILIZED DG PAVING 1 " =1' -0" 9 CONCRETE UNIT PAVER REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cadres . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: — DATE: DATE: 04/20/2012 DATE: CITY OF ENCINITAS - PARKS & RECREATI FIRE MOONLIGHT STATE BEACH IMPROVEMENTS HARDCSAPE DETAILS DRAWING N0, L1 -6 SHEET ZO OF 04/09/2012 100% CD P 2 f SECTION - WALL A AND WALL F OCOBBLE LINED SWALE AT WALL A ONLY, REFER TO CIVIL DETAIL SHEET C2 O 8" COBBLE, TYPE PER PLANTING MATERIALS SCHEDULE SHEET 1-3 -3. 3/8" WASHED DECOMPOSED GRANITE SETTING BED, DG TYPE TO MATCH STABILIZED DG, SEE MATERIALS SCHEDULE SHEET L1 -2 O C.I.P. RETAINING WALL PER CIVIL. FINISH PER MATERIAL SCHEDULE, 1_1 -2 O 1/2" RADIUS EDGE, TYP. O6 WATERPROOFING, PROTECTION BOARD WITH DRAINAGE MAT AND ROOT RESISTANT FILTER FABRIC PER ARCHITECT'S DETAILS, TYP. O7 SUBDRAINAGE PER CIVIL 8Q COMPACTED SUBGRADE PER GEOTECH REPORT O9 ISOLATION JOINT AT CONCRETE PAVING 10 AT WALL A, TOP OF WALL IS LEVEL 11 AT WALL F, TOP OF WALL SLOPES WITH GRADE 12 TOP OF MULCH (FINISH GRADE PER CIVIL PLANS) NOTE: THIS WALL ABUTS THE ARCHITECTURAL BLDG WALL, REFER TO ARCH. DETAILS FOR ISOLATION JOINT DETAILS AT BLDG WATERPROOFING, TYP. 6" N N d p °I14 J � U O° L 2 i I I III I ° d a all =1 =ill III III =III —I d ° o e ° I -III 111111111111111111 ° p l 11 �IIi III III ... I p a PER CIVIL 1 1/2- 0 4 a. a 4 III „III. Ifl III III III III,,, = 1 —� °° ° N SECTION AT GUARDRAIL WITH RETAINING WALL, WALL B AND WALL H Q ca, SECTION AT HANDRAIL AND CURB AT RAMP O1 C.I.P. RETAINING WALL PER CIVIL PLANS. NOTCH TOP OF WALL AS SHOWN TO PROVIDE CURB AT GUARDRAIL POSTS AS SHOWN. FINISH PER MATERAIL SCHEDULE, SHEET 1_1 -2 O C.I.P. CONCRETE THICKENED EDGE TO RECEIVE HANDRAIL POST WITH CURB PER CIVIL PLANS. FINISH PER MATERAIL SCHEDULE, SHEET 1_1 -2 O3 TOP OF WALL /CURB SLOPES WITH RAMP, TYP. O4 WATERPROOFING, PROTECTION BOARD WITH DRAINAGE MAT AND ROOT RESISTANT FILTER FABRIC PER ARCHITECT'S DETAILS, TYP. O SUBDRAINAGE PER CIVIL O6 COMPACTED SUBGRADE PER GEOTECH REPORT O7 TOP OF MULCH (FINISH GRADE PER CIVIL PLANS) 0 Li 0 0 SECTION - WALL C O CONCRETE BROW DITCH PER CIVIL PLANS O2 C.I.P. CONCRETE CUTOFF WEIR WALL PER CIVIL PLANS. FINISH PER MATERAIL SCHEDULE. O 1/2" RADIUS, TYP. O NOTCHED LEAVE OUT PER 1/1-1 -5 AT OVERFLOW SPILLWAY, FINISH TO BE ROUGH BOARD FORM FINISH WITHIN LEAVE OUT O COBBLE SWALE PER 1/1-1 -7. O WATERPROOFING, PROTECTION BOARD WITH DRAINAGE MAT AND ROOT RESISTANT FILTER FABRIC PER ARCHITECT'S DETAILS, TYP. OSUBDRAINAGE PER CIVIL O8 COMPACTED SUBGRADE PER GEOTECH REPORT O TOP OF WALL IS LEVEL NOTE: THIS WALL ABUTS THE ARCHITECTURAL BLDG WALL, REFER TO ARCH. DETAILS FOR ISOLATION JOINT DETAILS AT BLDG WATERPROOFING, TYP. 1 C.I.P. CONCRETE GRAVITY WALL 1 1" = V -0" 1 2 C.I.P. CONCRETE RETAINING WALL /CURB AT RAILS 11" =1' -r 1 3 C.I.P. CONCRETE WEIR WALL I 1" = 1' -0" 2 All 1 SECTION - WALL E PER CIVIL OC.I.P. RETAINING WALL PER CIVIL PLANS. FINISH PER MATERIAL SCHEDULE, SHEET L1 -2 O 1/2" RADIUS EDGE, TYP. O WATERPROOFING, PROTECTION BOARD WITH DRAINAGE MAT AND ROOT RESISTANT FILTER FABRIC PER ARCHITECT'S DETAILS, TYP. O SUBDRAINAGE PER CIVIL O5 COMPACTED SUBGRADE PER GEOTECH REPORT OISOLATION JOINT AT CONCRETE PAVING O TOP OF WALL SLOPES WITH GRADE O8 TOP OF MULCH (FINISH GRADE PER CIVIL PLANS) 1' -3" SECTION O C.I.P. CIRCULAR RETAINING WALL PER CIVIL PLANS. FINISH PER MATERIAL SCHEDULE, SHEET 1_1 -2 02 1/2" RADIUS EDGE, TYP. O3 WATERPROOFING, PROTECTION BOARD WITH DRAINAGE MAT AND ROOT RESISTANT FILTER FABRIC PER ARCHITECT'S DETAILS, TYP. O COMPACTED SUBGRADE PER GEOTECH REPORT O5 ISOLATION JOINT AT CONCRETE PAVING O6 TOP OF WALL IS LEVEL O TOP OF MULCH (FINISH GRADE PER CIVIL PLANS) Q Q 4 4 SECTION 2' x 4 Ifl< I d OC.I.P. CURVED FREESTANDING WALL. FINISH PER MATERIAL SCHEDULE, SHEET 1-1 -2 0 #4 HORIZ. AND VERTICAL 12" O.C., TYP. 0 1/2" RADIUS EDGE, TYP. O COMPACTED SUBGRADE PER GEOTECH REPORT O ISOLATION JOINT AT CONCRETE PAVING O TOP OF WALL IS LEVEL O CURVED PORTION OF THE WALL, BEYOND 1 OFFICE OF THE STATE FIRE MARSHAL 1 L APPROVED FI ONLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from applicable regulations Final approval is subject 0 field inspection One set of approved plans hall be available on the oroject site at all tn"P. 4 C.I.P. CONCRETE RETAINING WALL 1 1= 1' -0" 5 C.I.P. CONCRETE CIRCULAR PLANTER 1" = 19 =0" 6 C.I.P. CONCRETE CURVED SEAT WALL 1 " =1' -0" REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO ARCHITECT Stephen Dalton Architects, 444 South Cadres . Studio 182 Solana Beach . CA. 92075 t: 858.792,59061 f: 858.792.5916 PUBLIC WORKS BY: DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: — DATE: DATE: 04/20/2012 DATE: 91:10 CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS L1 -7 HARDCSAPE DETAILS SHEET Z ( OF 04/09/2012 100% CD GUARDRAIL NOTES: 1. MUST RESIST HORIZONTAL FORCE LOADS PER CBC 1607.7 2. OPENINGS BETWEN CABLE RAILS MUST BE LESS THAN 4 ". TRIANGULAR OPENINGS AT STAIRS SHALL BE LESS THAN 6" DIA. 4' RETAINING WALL G 12' -11" 1A) ELEVATION AT RETAINING WALL G SHOWING GUARDRAIL WITH STAIR BEYOND /— STAIR HANDRAILS CONTINUE PAST GUARDRAIL AND RETUF AS SHOWN OVERLOOK GUARDRAIL WRAP! DOWN STAIRS PARAPET /BLDG WALL PER ARCH, WALL IS IN FRONT OF SECTION, PAVING BEYOND 1 I STOP OF WALL G, ALIGN WITH STEP AS SHOWN \\—TRIANGLE OPENING AT STAIR LESS THAN 6" DIAMETER, TYP. ISOLATION JOINT AT BLDG WATERPROOFING PER ARCHITECT DETAIL BLDG G WALL ° °' ° I III — III —III I I (12) 12" TREADS 4' 4' V -4 3/ 1' I N WIDTH OF ONE TREAD o 1' TREADS - -i PLUS 12' w TYP. - r..' l2` wa - Of TYP. `°� Y . 44" MIN LANDING 2 ISOLATION JOINT AT L1 -6 ADJACENT PAVING, TYP THICKENED EDGE, TYP. 6 L1 -6 ® 2% SLOP EI N — = 2" AGGREGATE STRIP OF III iI CONTRASTING COLOR, 1" r•' • /al =III —III =H FROM STAIR NOSING, TYP. SEE STAIR NOTES BELOW. I- STEP LIGHTS PER E2 -1.3 - III -IIII I I III - ° III III -III- 1= FREESTANDING BSI ✓ ° _— = III = _ HANDRAIL L1 -8 ` III III III -III I I CONCRETE 13 STAIRS ON SP2 GRADE -1 °° I- DRILL AND SET POSTS WITH 10 NON- SHRINKING GROUT POR -ROCK ) . COLOR TO MATCH CONCRETE, TYP. F HANDRAIL REESTAN 1/2" RADIUS ON THE WALLS, TYP. SLOPING PLANTING AREA JG BSI L1 -8 N OVERLOOK RAILING - PER ARCHITECT TO WRAP DOWN STAIRS 7' m 00 I J SUBDRAINAGE 4' -5 3/8- =' = aiur. 1. THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED WITH A AT WALL PER GUARDRAIL WITH RAMP ° ° ° PER CIVIL POSTS AND TOP RAIL. CONNECTIONS TO HANDRAIL CIVIL -I III — III =11I ATTACHED, TO WATERPROOFING, PROTECTION E RESISTANT. STRIP MUST BE PLACED PARALLEL TO AND 1" FROM MATCH ARCHITECTS III —III — - GUARDRAIL AT WIDTH OF ; - i. III — III - OVERLOOK ONE TREAD _. ... o J . A SI PLUS .......... 12" n '. ; J r. . L1 -$ 3. ULTRA -TEC TYPE 316 SS wo . — (SUBDRAINAGE_ —111— III _ ..... �. _.. /- \ STAIR SUBGRADE = -III 1...1 ....� �.. ........ ! .... . HANDRAILS FACE OF THE RISER ABOVE. ` 1 / �.�.'.'.'.'.'.'.'. v..'.... . ..I. CONTINUE PAST _SUBDRAINAGE PER CIVIL III '" _.j' ... • • • • .. ............ GUARDRAIL AND '._ "�� ... . ............................... o_ a AS 1B) SECTION THROUGH C.I.P. CONCRETE STAIRS SHOWING HANDRAIL AND CONCRETE CHEEK WALL BEYOND ~ "f .r.— . —I..,. •. •.✓ / .............'.' .'.'.'.'.'.'..'....'Jc..'.'..'. ° ", . SHOWN N f 1;;: :' .......� 'rr _� .'.'.'.'.'.'. y.' ...... ................ .. .. '.'.{}'.'...... ........ ....... ...... ........d ..�....... . ~ ,,... e° �, .II.......� . ......... .. .......... ...........a. ... . N \ . . .•. .•. . . . .•. •. . . . . .•. . .• Q. x N li ...... ................ ................ ..........' ' s ...... ' ' ' ...... GRADE IN FRONT _ - r WALL PER CIVIL_ r �.OF ........ . . —_— T .. ... ......... _ III III I ........ ... ::::: ....... .. :':':':':':':':' :':':.:':':' ''''.'.'.'.'.'. :: ' - .._ . .................................. ............................... (L —III III =I ........... .'.' ....... .......' .... ..... ..................... ........ .....:.:.:.:.....:..:......................... ...............'.'.'.'.'.'.'.'. . RETAINING WALL G 12' -11" 1A) ELEVATION AT RETAINING WALL G SHOWING GUARDRAIL WITH STAIR BEYOND /— STAIR HANDRAILS CONTINUE PAST GUARDRAIL AND RETUF AS SHOWN OVERLOOK GUARDRAIL WRAP! DOWN STAIRS PARAPET /BLDG WALL PER ARCH, WALL IS IN FRONT OF SECTION, PAVING BEYOND 1 I STOP OF WALL G, ALIGN WITH STEP AS SHOWN \\—TRIANGLE OPENING AT STAIR LESS THAN 6" DIAMETER, TYP. ISOLATION JOINT AT BLDG WATERPROOFING PER ARCHITECT DETAIL BLDG G WALL ° °' ° I III — III —III I I (12) 12" TREADS 4' 4' V -4 3/ 1' I N WIDTH OF ONE TREAD o 1' TREADS - -i PLUS 12' w TYP. - r..' l2` wa - Of TYP. `°� Y . 44" MIN LANDING 2 ISOLATION JOINT AT L1 -6 ADJACENT PAVING, TYP THICKENED EDGE, TYP. 6 L1 -6 ® 2% SLOP EI N — = 2" AGGREGATE STRIP OF III iI CONTRASTING COLOR, 1" r•' • /al =III —III =H FROM STAIR NOSING, TYP. SEE STAIR NOTES BELOW. I- STEP LIGHTS PER E2 -1.3 - III -IIII I I III - ° III III -III- 1= FREESTANDING BSI ✓ ° _— = III = _ HANDRAIL L1 -8 ` III III III -III I I CONCRETE 13 STAIRS ON SP2 GRADE -1 °° I- DRILL AND SET POSTS WITH 10 NON- SHRINKING GROUT POR -ROCK ) . COLOR TO MATCH CONCRETE, TYP. F HANDRAIL REESTAN 1/2" RADIUS ON THE WALLS, TYP. SLOPING PLANTING AREA JG BSI L1 -8 N OVERLOOK RAILING - PER ARCHITECT TO WRAP DOWN STAIRS 7' m 00 I J SUBDRAINAGE = — PER 14/S1.3 = = aiur. 1. THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED WITH A AT WALL PER GRADE OF RAMP ° ° ° PER CIVIL POSTS AND TOP RAIL. CONNECTIONS TO 2" WIDE STRIP OF CONTRSTING COLOR, STRIP MUST BE SLIP CIVIL -I III — III =11I w z WATERPROOFING, PROTECTION E RESISTANT. STRIP MUST BE PLACED PARALLEL TO AND 1" FROM SHALL BE WELDED CAPS. GUARDRAIL III —III — ° — AND ROOT RESISTANT FILTER F, THE NOSE OF THE STEP OR LANDING. C.LP. CONCRETE III — III - 2. CABLES SHALL BE SWAGED OR —_ _`fT _ =ARCH. DETAILS 2. ALL TREADS SHALL HAVE ROUNDED EXPOSED EDGES (1/4" RADIUS) 44 - S1 3 CHEEK WALL AT III STAIRS, FINISH x U _ _ III III WALL G, C.I.P. CONCRETE RETAINING WALL PER CIVIL 3. ULTRA -TEC TYPE 316 SS wo —CO -III — (SUBDRAINAGE_ —111— III - 6T PER SCHEDULE — VIII SUBGRADE = -III -AT WALL PER - ¢ w ¢— FACE OF THE RISER ABOVE. L1-2 - _ —PER GEOTECiH_ I�CIVILii 111 _SUBDRAINAGE PER CIVIL III — _ w Q' CONCRETE COLOR, TYP. _ o_ a III 1B) SECTION THROUGH C.I.P. CONCRETE STAIRS SHOWING HANDRAIL AND CONCRETE CHEEK WALL BEYOND 1C) ELEVATION / SECTION THROUGH RETAINING WALL G, C.I.P. CHEEK WALL AND CONCRETE STAIRS N r7 I O ^ ~ N \ N x N STAIR NOTES SUBDRAINAGE = — PER 14/S1.3 = = aiur. 1. THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED WITH A AT WALL PER GRADE OF RAMP ° ° ° PER CIVIL POSTS AND TOP RAIL. CONNECTIONS TO 2" WIDE STRIP OF CONTRSTING COLOR, STRIP MUST BE SLIP CIVIL -I III — III =11I w z WATERPROOFING, PROTECTION E RESISTANT. STRIP MUST BE PLACED PARALLEL TO AND 1" FROM SHALL BE WELDED CAPS. GUARDRAIL III —III — ° — AND ROOT RESISTANT FILTER F, THE NOSE OF THE STEP OR LANDING. C.LP. CONCRETE III — III - 2. CABLES SHALL BE SWAGED OR —_ _`fT _ =ARCH. DETAILS 2. ALL TREADS SHALL HAVE ROUNDED EXPOSED EDGES (1/4" RADIUS) 44 - S1 3 CHEEK WALL AT III STAIRS, FINISH -) (- III _ _ III III WALL G, C.I.P. CONCRETE RETAINING WALL PER CIVIL 3. ULTRA -TEC TYPE 316 SS m —CO -III — (SUBDRAINAGE_ —111— III - 3. THE NOSING SHALL NOT PROJECT MORE THAN 1 1/4" PAST THE PER SCHEDULE — VIII SUBGRADE = -III -AT WALL PER - TO - - - III III — PLANS, FINISH PER MATERIAL FACE OF THE RISER ABOVE. L1-2 - _ —PER GEOTECiH_ I�CIVILii 111 _SUBDRAINAGE PER CIVIL III SCHEDULE, SHEET L1 -2 - CONCRETE COLOR, TYP. _ ,;,�LANI�HT —III _II Ill III 1B) SECTION THROUGH C.I.P. CONCRETE STAIRS SHOWING HANDRAIL AND CONCRETE CHEEK WALL BEYOND 1C) ELEVATION / SECTION THROUGH RETAINING WALL G, C.I.P. CHEEK WALL AND CONCRETE STAIRS 1 CIP CONCRETE STAIRS, RETAINING WALL AND GUARDRAIL AND HANDRAIL AT STAIRS � m z niun tI i1r. 11110 aiur. 6" HIGH CURB BEYOND I GRADE OF RAMP BEYOND POSTS AND TOP RAIL. CONNECTIONS TO Zli) tLtVAI IUN - NANUKAIL d 2 WELDED POST GUARDRAIL AND HANDRAIL AT RAMP REVISIONS APPROVED DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: %RDRAIL RAIL WITH 3A ACHED HAND RAIL L1 -8 NLL SLOPE WITH AP AS SHOWN FREESTANDING HANDRAIL SHALL SLOPE WITH RAMP AS SHOWN 3B L1 -8 ARCHITECT 2C) SECTION - GUARDRAIL 1 1/2" 0 I N JARDRAIL RAIL WITH TTACHED HAND RAIL 3A Lt -8 FREESTANDING HANDRAIL 36 L1 -8 6�CURB PER CIVIL N a - - a II° I I a _ a 2D) SECTION - FREESTANDING HANDRAIL AT CURB Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS Fly. DATE: ENGINEERING RY. DATE: 1.- O _3 to 1 1/2" INSIDE DIAMETER ROUND THICK WASHER. TENSIONING DEVICES 0 N 6" HIGH CURB BEYOND WALL GALVANIZED TRICO STEEL PIPE SHALL BE SPACED AS CABLES AND HARDWARE ¢ POSTS AND TOP RAIL. CONNECTIONS TO 1. 3/16" DIAMETER 1X19 d 2 WELDED POST GUARDRAIL AND HANDRAIL AT RAMP REVISIONS APPROVED DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. A22 CITY PROJECT NO: %RDRAIL RAIL WITH 3A ACHED HAND RAIL L1 -8 NLL SLOPE WITH AP AS SHOWN FREESTANDING HANDRAIL SHALL SLOPE WITH RAMP AS SHOWN 3B L1 -8 ARCHITECT 2C) SECTION - GUARDRAIL 1 1/2" 0 I N JARDRAIL RAIL WITH TTACHED HAND RAIL 3A Lt -8 FREESTANDING HANDRAIL 36 L1 -8 6�CURB PER CIVIL N a - - a II° I I a _ a 2D) SECTION - FREESTANDING HANDRAIL AT CURB Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS Fly. DATE: ENGINEERING RY. DATE: 1 1/2" MIN. 1 1/2" INSIDE DIAMETER THICK WALL GALVANIZED TRICO STEEL CIRCULAR PIPE. HANDRAIL SHALL BE CONTINUOUS WITHOUT INTERRUPTIONS. MOUNT HANDRAIL TO GUARDRAIL POST WITH "WAGNER" GALVANIZED STEEL HANDRAIL WELD BRACKETS. CONNECTIONS SHALL BE SHOP WELDED AND x GALVANIZED. HANDRAIL MUST BE ABLE TO O io WITHSTAND LOADS PER CBC 1607.7. N M ARE RECEIVER WITH SS 1.- O _3 to 1 1/2" INSIDE DIAMETER ROUND THICK WASHER. TENSIONING DEVICES 0 n t- z O WALL GALVANIZED TRICO STEEL PIPE SHALL BE SPACED AS CABLES AND HARDWARE ¢ POSTS AND TOP RAIL. CONNECTIONS TO 1. 3/16" DIAMETER 1X19 z ¢ CONSTRUCTION TYPE 316 SS MANUFACTUERER. AND GALVANIZED. ENDS SHALL BE "WAGNER" CABLE, SPACED 3" SHALL BE WELDED CAPS. GUARDRAIL 4. INTERMEDIATE POST MEMBERS O.C. TYP. a MUST BE ABLE TO WITHSTAND LOADS PER SHALL BE DRILLED WTIH MUST BE ABLE TO WITHSTAND 2. CABLES SHALL BE SWAGED OR z 0 CUT IN THE FIELD w Z Zz i- N w 3. ULTRA -TEC TYPE 316 SS m o U) "WAGNER" TENSIONING DEVICE 5. RECOMMENDED MANUFACTURER; `O ¢ "INVISIW w x < 1 1/2" MIN. 1 1/2" INSIDE DIAMETER THICK WALL GALVANIZED TRICO STEEL CIRCULAR PIPE. HANDRAIL SHALL BE CONTINUOUS WITHOUT INTERRUPTIONS. MOUNT HANDRAIL TO GUARDRAIL POST WITH "WAGNER" GALVANIZED STEEL HANDRAIL WELD BRACKETS. CONNECTIONS SHALL BE SHOP WELDED AND x GALVANIZED. HANDRAIL MUST BE ABLE TO O io WITHSTAND LOADS PER CBC 1607.7. N M ARE RECEIVER WITH SS 1.- O _3 to 1 1/2" INSIDE DIAMETER ROUND THICK WASHER. TENSIONING DEVICES in n t- z O WALL GALVANIZED TRICO STEEL PIPE SHALL BE SPACED AS a ¢ POSTS AND TOP RAIL. CONNECTIONS TO RECOMMENDED BY THE z ¢ BE SHOP WELDED AND GALVANIZED. ENDS MANUFACTUERER. AND GALVANIZED. ENDS SHALL BE d SHALL BE WELDED CAPS. GUARDRAIL 4. INTERMEDIATE POST MEMBERS o a MUST BE ABLE TO WITHSTAND LOADS PER SHALL BE DRILLED WTIH MUST BE ABLE TO WITHSTAND CBC 1607.7. OPENINGS AS RECOMMENED BY LOADS PER CBC 1607.7. w THE MANUFACTURER. i- N NOTE: UTILIZE INTERNAL SLEEVE a z I I CORE DRILL AND SET POSTS IN 5. RECOMMENDED MANUFACTURER; 2 THICKENED CONCRETE. USE WAGNER COMPANIES, of NON- SHRINKING GROUT 800 - 786 -2111 v (POR -ROCK) TO MATCH THE CONCRETE COLOR, TYP. 3A) GUARDRAIL WITH ATTACHED HANDRAIL 0 I N —e —CORE DRILL AND SET POSTS IN THICKENED CONCRETE. USE NON- SHRINKING GROUT (POR -ROCK) TO MATCH THE CONCRETE COLOR, TYP. 3B) FREESTANDING HANDRAIL 3 GUARDRAIL AND HANDRAIL DETAILS APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: C-7-^ 9411 _ BY: — DATE: DATE: 04/20/2012 DATE: 1 1/2" 1 1/211 = 1' -0" NOTE: HANDRAIL AND GUARDRAIL AT OVERLOOK STAIRS SHALL BE ANNODIZED ALUMINIUM INSTEAD OF GALVANIZED STEEL, SEE ARCH DETAILS. OFFICE OF THE ST 'E ARSHAL APPROVED F IC ONLY i2eviewed by APR 2 7 2012 Npproval of this plan does not authorize or pprove any omission or deviation from pplicable regulations Final approval is subject a field inspection. One set of approved plans fall be available on the oroiect site at all tirne' WALL FINISH TO BE SMOOTH 1 1/2" INSIDE DIAMETER THICK WALL GALVANIZED TRICO STEEL CIRCULAR PIPE. PROVIDE A CONTINOUS HANDRAIL WITH "WAGNER" GALVANIZED STEEL HANDRAIL BRACKET WELDED TO HANDRAIL. MOUNT BRACKETS TO WALL WITH ANCOR BOLTS. ON CENTER SPACING OF BRACKETS SHALL BE AT LEAST 5' O.C. OR AS RECOMMENDED BY THE MANUFACTURER TO ACHIEVE LOAD REQUIREMENTS. CONNECTIONS SHALL BE SHOP WELDED AND GALVANIZED. ANY FIELD WELDS SHALL BE TREATED WITH "DRY— GALV ". HANDRAIL MUST BE ABLE TO WITHSTAND LOADS PER CBC 1607.7. RECOMMENDED MANUFACTURER; WAGNER COMPANIES, 800- 786 -2111 3C) HANDRAIL ATTACHED TO WALL OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS 1.1 -8 HARDCSAPE DETAILS SHEET Z,7, OFI18 04/09/2012 100% C D DRS AT FREESTANDING HANDRAIL. 1 1/2" INSIDE DIAMETER ROUND THICK WALL GALVANIZED TRICO STEEL PIPE POSTS AND TOP RAIL. CONNECTIONS TO BE SHOP WELDED AND GALVANIZED. ENDS SHALL BE Z RETURNED TO THE GROUND AS o SHOWN IN THE DETAILS. HANDRAIL M MUST BE ABLE TO WITHSTAND LOADS PER CBC 1607.7. w i- N NOTE: UTILIZE INTERNAL SLEEVE a JOINTS WITH SET SCREWS TO of z MINIMIZE ALL FIELD WELDING U —e —CORE DRILL AND SET POSTS IN THICKENED CONCRETE. USE NON- SHRINKING GROUT (POR -ROCK) TO MATCH THE CONCRETE COLOR, TYP. 3B) FREESTANDING HANDRAIL 3 GUARDRAIL AND HANDRAIL DETAILS APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: C-7-^ 9411 _ BY: — DATE: DATE: 04/20/2012 DATE: 1 1/2" 1 1/211 = 1' -0" NOTE: HANDRAIL AND GUARDRAIL AT OVERLOOK STAIRS SHALL BE ANNODIZED ALUMINIUM INSTEAD OF GALVANIZED STEEL, SEE ARCH DETAILS. OFFICE OF THE ST 'E ARSHAL APPROVED F IC ONLY i2eviewed by APR 2 7 2012 Npproval of this plan does not authorize or pprove any omission or deviation from pplicable regulations Final approval is subject a field inspection. One set of approved plans fall be available on the oroiect site at all tirne' WALL FINISH TO BE SMOOTH 1 1/2" INSIDE DIAMETER THICK WALL GALVANIZED TRICO STEEL CIRCULAR PIPE. PROVIDE A CONTINOUS HANDRAIL WITH "WAGNER" GALVANIZED STEEL HANDRAIL BRACKET WELDED TO HANDRAIL. MOUNT BRACKETS TO WALL WITH ANCOR BOLTS. ON CENTER SPACING OF BRACKETS SHALL BE AT LEAST 5' O.C. OR AS RECOMMENDED BY THE MANUFACTURER TO ACHIEVE LOAD REQUIREMENTS. CONNECTIONS SHALL BE SHOP WELDED AND GALVANIZED. ANY FIELD WELDS SHALL BE TREATED WITH "DRY— GALV ". HANDRAIL MUST BE ABLE TO WITHSTAND LOADS PER CBC 1607.7. RECOMMENDED MANUFACTURER; WAGNER COMPANIES, 800- 786 -2111 3C) HANDRAIL ATTACHED TO WALL OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS 1.1 -8 HARDCSAPE DETAILS SHEET Z,7, OFI18 04/09/2012 100% C D DRS AT 04/09/2012 100% CD • 1 I ■ • • Irr ,j r �r Off♦ rJf r {, „J JJ / 2 1" 21 40 2 MRTR 0.39 3,098 3 1.1 4 40 2 MRTR 0.39 587 4 i" 3 40 1 DRIP 1 0.77 301 5 1" 6 30 3 BUBB .85 565 6 1.5" 15 40 2 MRTR 0.39 3,703 I � � yi 17— 0 FA ,r' / �'\l /4' / j; ■ / 4 r� r ,y/ L 3/4• /r` i r t r \� J \ W / ii ' SLOPE�IRRIGATION I$,0OR TEMPORARY t� J/ IRRIGATION OF THE{SCOPES ONLY: i �\ Mo nl:he atr,Rj w:Me condo :t°: `1� l8 "44-onm edtr►e of° Side vWnik. T'YP- / 0 (u 0® I 42: Z24 S7_ / ♦ , REFER TO NOl E'D' BELOW RIGHrt14.BASE EXISTING IRRIGATION NOTES r NOTE A: \O I f r BID IRRIGATION REQUIREMENTS/FOR � POINT OF CONNECTION SHALL BE DOWNSTREAM OF AN EXISTING IRRIGATION BACKFLOW O ♦ IRRIGATION WITH THEBtD ALTERNATE AREAS. NOTE 1: DEVICE AND A EXISTING 2" DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE N(A %h(:1►e Ahd W %t+C GO►vIN; }; CONTRACTOR SHALL MAINTAIN EXISTING ADJACENT MAINLINES IN WORKING ORDER. \ ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ♦ \ 4+r j COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. 1 '' '� S \' /'' ', 'j `� �, ` • ` ,' ' 'LIMIT OF WORK' jt _I,y ( rot CO of • $Jde Walk , T�_ COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. THAN THE ACTOUAL POC INFORMATION GATHERED EN THE FIELD, MMEDIATOEBY NOTIFY ET E ♦ t ' CONTRACTOR SHALL PROVIDE 1/2 " ? ! A ■ �� ■ \ a OWNER'S AUTHORIZED REPRESENTATIVE SHOULD THE CONTRACT aw SPRING CHECK VALVES ON THE + DRIP LINES AT THE MID POINT OF Ilk j ♦,`,r THE SLOPE TO PREVENT LOW EMITTER DRAINAGE. - ■; h i , I- ; • ( -- , l' 1 SLOPE IRRIGATION 1S FOR TEMPORARY f , `G.; t IRRIGATION'OF THEl SLOPES ONLY. -. ----------- 3/4 , r � , _ J .., 3/4 \ , 1 r_ ' t I � I .'1•. r / J,i *100 11 ;' ��♦ 1 -a SLOPE IRRIGATION IS IRRIGATION OF T .Y. h0e �I 1 / j ,A s- I„ \ T� 1 x , a QN1r -g x0 I 'Ile 1 N I �:: ♦ r Y- .. " ♦ rib ,.�.._��.- �_�....■t�. =�r■��■.� # �;�� ■ ■ ■ LIMIT F WORK ' i �� 1 i I i Y � •,1 ., i i �I II 11 1" 4 40 3 BUBB .85 226 12 N/A N/A N/A N/A N/A N/A N/A r: ii ) j J ♦� LL TI 15 N/A N/A N/A N/A N/A N/A N/A 14 N/A N/A N/A N/A N/A N/A N/A 13 N/A N/A N/A N/A N/A N/A N/A ■ n C .V./ Q.C.Vs, �/S : 12 h ♦m NOTE 2: OR FAIL TO VERIFY THE C�jG � SrdCW.11k T �°• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. r DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND Q MODEL. STATIC WATER PRESSURE 77.5 PSI DESIGN WATER PRESSURE 64.7 PSI NOTE 3: MAXIMUM SYSTEM DEMAND 21 GPM ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS #2 & 3 RESIDUAL WATER PRESSURE 12.8 PSI SHALL REMAIN CONNECTED TO EXISTING CONTROLLERS, CONFIRM PROPER CONTROLLER i`----.... OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO NOTE B: — - -- STARTING WORK AND UPON COMPLETION OF WORK. CONTROLLER SHALL BE A CALSENSE ET2000E- 24R -RRe- SSE -R/FM1 B, 24 STATION CALSENSE SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTROLLER. CONTRACTOR SHALL COORDINATE PHONE LINE CONNECTION TO THE NOTE 4: CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION /REROUTING OF ALL CONTROLLER FROM THE NEAREST PHONE SERVICE. FINAL LOCATION OF CONTROLLER AND ' \ -'< ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE ' \ PRIOR TO STARTING WORK. CONTROLLER SHALL BE INSTALLED AS PART OF THE BASE BID. LAYOUT SHALL BE AS APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NO IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% 00% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM NOTE C: LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONTRACTOR SHALL LOCATE THE EXISTING VALVES CURRENTLY CONNECTED TO THE EXISTING IRRIGATION, PROTECT IN PLACE, CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE EXISTING SOLAR CONTROLLER #1 PER CITY'S EXISTING IRRIGATION MAP AND SHALL REFER TO EXISTING IRRIGATION NOTES PRIOR TO BIDDING WORK AND PRIG R TO STARTING WORK. RELOCATE THESE EXISTING VALVES TO CONNECT TO THE NEW MAINLINE DOWNSTREAM OF AT RIGHT, SEE PLANTING PLAN FOR NOTE 5: THE NEW MASTER VALVE AND FLOW SENSOR. THESE VALVES (SHOWN AS STATION # 12,13,14, EXTENT OF AREA TO BE IRRIGATED CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL AND 15) SHALL BE CONNECTED TO THE PROPOSED NEW CALSENSE CONTROLLER, ROUTE APPROVED F1 IC ONLY NEW WIRES FROM THE VALVES TO THE NEW CONTROLLER. VALVE SIZES SHALL MATCH THE EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF EXISTING VALVE SIZES, LATERAL LINES DOWNSTREAM OF THESE NEW VALVES SHALL MATCH IRRIGATION CONTROLLER; NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF THE EXISTING LATERAL LINE SIZES. THE EXISTING SOLAR CONTROLLER #1 SHALL BE REFER TO NOTE "B" RIGHT IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK. REMOVED AND TURNED OVER TO THE OWNER'S AUTHORIZED REPRESENTATIVE. VERIFY ROUTE NEW MAINLINE TO CONNECT TO NOTE 6: EXISTING VALVE LOCATIONS, QUANTITIES, AND SIZES IN THE FIELD WITH THE OWNER'S EXISTING ADJACENT IRRIGATION MAINLINE CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO AUTHORIZED REPRESENTATIVE AT THE START OF WORK. THIS WORK SHALL BE COMPLETED AS PART OF THE BASE BID. VERIFY EXISTING MAINLINE SIZE AND BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED LOCATION IN THE FIELD AT THE START OF AND DELIVERED TO OWNER'S REPRESENTATIVE. NOTE D: CONSTRUCTION. CONTRACTOR SHALL ROUTE NEW MAINLINE, INSTALL WIRES TO THE NEW BASE BID VALVES NOTE 7: (SHOWN AS STATION # 1,2,3,4,5 AND 6) AND FUTURE BID ALTERNATE VALVES (SHOWN CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING - STATION # 7,8,9,10 AND 11). PROVIDE STUB -UPS WITH WIRES FOR EACH OF THE FUTURE VALVE E EFFICIENT SUNDERE UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X LOCATIONS, INSTALL QUICK COUPLERS, SLEEVES (FOR BASE BID SYSTEM ONLY), MASTER DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE VALVE, FLOW SENSOR, AND CONTROLLER AS PART OF THE BASE BID. FOR THE BID IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S ALTERNATE AREAS THE CONTRACTOR WILL BE INSTALLING THE VALVES, LATERALS, HEADS, — REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION. DRIP EQUIPMENT, AND RELATED EQUIPMENT REQUIRED TO FINALIZE THE IRRIGATION IRRIGATION POINT OF CONNECTION; APR 2 7 2012 SYSTEMS WITHIN THE BID ALTERNATE AREAS. VERIFY ALL LAYOUT IN THE FIELD WITH THE REFER TO NOTE "A" RIGHT NOTE 8: EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED OWNER'S AUTHORIZED REPRESENTATIVE AT THE START OF WORK. EXISTING IRRIGATION, PROTECT IN PLACE, USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS AND MAKE NOTE C: REFER TO EXISTING IRRIGATION NOTES ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEMS TO MEET THE NEW LANDSCAPE MAINLINE AND RELATED IRRIGATION EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. AT RIGHT, SEE PLANTING PLAN FOR CONDITION IF NECESSARY. ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT TO BE WITHIN EXTENT OF AREA TO BE IRRIGATED PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE 9. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF NOTE D: EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED PRIOR TO STARTING WORK. REPRESENTATIVE. SHEET Z-7 OF o 04/09/2012 100% CD I 4 � j E $l — \\ S S AND CONNECT TO NEW MAINLINE, CITY OF ENCINITAS LANDSCAPE DESIGN STATEMENT - EQUIPMENT LOCATIONS ARE DIAGRAMMATIC, ALL EQUIPMENT LOCATIONS AND PIPE i`----.... _ - — - -- REFER TO-N TE „C" AT RIGHT O�. SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL i ; ,I. •,;; \, \� .�„_., ' \ -'< ( I ' \ I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND LAYOUT SHALL BE AS APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NO y \ \ IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS M EEffippNFNT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. OFFICE OF THE STATE F1 N� SH R EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED APPROVED F1 IC ONLY J N Reviewed by �. � T LANDSCAPE DESIGN MANUAL I CERTIFY THAT THE LAN PF$PPs - EFFICIENT SUNDERE R H�a is i — F WATER. PENALTY OF PERJURY,, E APR 2 7 2012 rykp� / FOREGOING IS TRUE AND CORRECT weep associates , T m l •, JJ Approval of this Ian does not authorize or 3/19/2012 approve any omission or deviation from IRRIGATION DESIGN AND CONSULTING 7/ao /tz IRRIGATION PLAN' 20' 10' 0' 20' MARCIE HARRIS DATE apphcableregulations Final approval is subject 38730 Sky Ca "y"" orwe, s" <e c to One set of M "rrleoa, ca 9zs03 s yR ~?�L r Z Q MARCIE HARRIS LANDSCAPE ARCHITECTURE hall he available onthenroleet site at ill 14P"= e.Info@sweeneyassoC -cowl (951)461 -6830 ✓T F LICENSED LANDSCAPE ARCHITECT, RLA #5077 w: w ww.sweeneya=soc com f: (951) 461 -6650 pF CAIN p� REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. REGtQRD `DWGS 03 ►O 14 MARCIE HARRIS LANDSCAPE ARCHITECTURE ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH 3103 Falcon Street, suite c Stephen Dalton Architects, INC. c� _ aaa south cedros . Studio 182 BY: BY: BY: BY: IMPROVEMENTS LZ 1 San Diego, CA 92103 BY: 619.688.0637 CITY PROJECT NO: Solana Beach. CA . 92075 www.marGieharris.com r. e5s.7szs9os / t: ase.7szss,s DATE: DATE: DATE: DATE: 04/20/2012 DATE: IRRIGATION PLAN SHEET Z-7 OF o 04/09/2012 100% CD IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS 1 WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ALL LOCAL AB1881 WATER ORDINANCE REQUIREMENTS SHALL BE INCLUDED AND SHALL BE CARRIED OUT BY THE CONTRACTOR, INCLUDING BUT NOT LIMITED TO PROVIDING CERTIFICATE OF COMPLETION, IRRIGATION SCHEDULES, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULES, IRRIGATION AUDITS, ETC. AS REQUIRED BY THE LOCAL AGENCY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN _ BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR TO PROVIDE TWO (2) EXTRA CONTROL WIRES AND ONE (1) EXTRA COMMON WIRE TO EACH VALVE MANIFOLD. EXTRA WIRES SHALL BE IN A CONDUIT AND CONTINUOUS FROM THE CONTROLLER LOCATION TO THE VALVE OR VALVE GROUP. WIRES SHALL BE ROUTED TO THE FARTHEST VALVE IN THE GROUP AND WITH A 24" COIL. ALL EXTRA CONTROL WIRES AND ONLY EXTRA CONTROL WIRES SHALL BE ORANGE IN COLOR AND EXTRA COMMON WIRE SHALL BE WHITE WITH AN ORANGE STRIPE 10. ALL PIPE UNDER PAVED AREAS TO 131 INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL 4L -QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 1 IRRIGATION OPERATION THIS SECTION IS PROVIDED AS A REQUIREMENT FOR MAINTENANCE DURING THE ESTABLISHMENT PERIOD AND AS A RECOMMENDATION FOR FUTURE CONTINUED MAINTENANCE. 1. IRRIGATION IS TO BE MAINTAINED AND OPERATED IN SUCH MANNER AS TO PREVENT WATER FROM COLLECTING ON OR RUNNING ACROSS PAVING OR FROM OVERSPRAYING ONTO BUILDINGS, FENCES, WALLS OR OTHER HARDSCAPE FEATURES. 2. MAINTENANCE CONTRACTOR SHALL BE REQUIRED TO HAVE AVAILABLE AND USE A SOIL TUBE OR PROBE TO FREQUENTLY CHECK SOIL MOISTURE BEFORE AND AFTER OPERATION OF THE IRRIGATION SYSTEM TO EVALUATE THE NECESSITY FOR IRRIGATION SCHEDULING ADJUSTMENTS. CONTRACTOR SHALL ADJUST SYSTEM TIMING AND COVERAGE PATTERNS ON AN ONGOING BASIS TO COMPENSATE FOR REDUCED WATER REQUIREMENTS AS PLANTS MATURE AND PATTERN DEFLECTION AS PLANTS GROW. 3. MAINTENANCE CONTRACTOR SHALL BE REQUIRED TO FREQUENTLY TEST THE IRRIGATION SYSTEM TO ENSURE THAT ALL DRIP TUBING AND BUBBLERIROTOR HEADS OPERATE CORRECTLY AND THAT NO BREAKS OR LEAKS EXIST.THE MAINTENANCE CONTRACTOR SHALL NOT PERMIT THE IRRIGATION SYSTEM TO OPERATE WITH BROKEN EQUIPMENT. REPAIRS TO THE SYSTEM SHALL BE MADE WITH ORIGINALLY SPECIFIED MATERIALS IN ACCORDANCE WITH THE LANDSCAPE ARCHITECT'S PLANS TO ENSURE PROPER COVERAGE AND PRESSURE WITHIN THE IRRIGATION SYSTEM. FAILURE TO MATCH ORIGINALLY SPECIFIED MATERIALS MAY RESULT IN AN INOPERABLE SYSTEM WITH SIGNIFICANT WATER WASTE. or Plant/ ETo / M ETo / igation Number of Zones I IRRIGATION CONTROLLER RUN TIMES WATER METER NUMBER r EXIST. WATER METER SIZE (Inches) 2.00 HYDRAULIC GRADE LINE (FT) I N/A IWATER METER ELEVATION (FT) 56 ELEVATION DIFFERENCE (FT) � STATIC PRESSURE (PSI) I'., 77.5 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT Inches): 1.70 200 3.40 4.50 5.00 5.80 6.50 6.40 4.70 3.50 Inches): 0.05 0.07 0.11 0.15 0.16 0.19 0.21 0.21 0.16 0.11 If Week: ..: . .:. ..... :.. / FILTRATION (WYE FILTER) 21 4 0.30 PSI r I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 7 2.30 PSI 1.00 FLOW SENSOR 21 8 1.00 PSI 2.00 ISOLATION VALVES (BALL TYPE) 1 21 9 00 2.2 2.9 1 4.4 6.1 6.5 7.8 8.5 8.3 6.3 4.6 .;% 4.4 5.8 1 8.9 12.1 13.0 15.6 16.9 16.7 12.7 9.1 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 161 0.18 PSI -16.00 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) WA 17 -6.93 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) " 1t30 1.1 11 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 3.1 1 3.3 4.0 4.3 4.3 3.2 2.3 4.5 1 5.9 1 9.1 12.4 1 13.4 16.0 17.4 1 17.1 1 13.0 9.4 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI ET2000E- 24- R -RRe- SSE- R /FM -1 B, 24 STATION CONTROLLER, PAY FOR AND CONNECT TO PHONE LINE FOR CONNECTION I- lA,1 -1 B,I -1 C TO CITY CENTRAL CONTROL SYSTEM, VERIFY FINAL LOCATION IN THE FIELD 4.9 6.4 9.8 93.5 14.5 97.4 18.8 18.5 14.1 10.1 24.6 32.1 49.2 67.3 72.4 86.8 94.1 92.6 70.3 50,7 WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 1 1 EXIST. WATER METER SIZE (Inches) 2.00 HYDRAULIC GRADE LINE (FT) I N/A IWATER METER ELEVATION (FT) 56 ELEVATION DIFFERENCE (FT) NIA STATIC PRESSURE (PSI) I'., 77.5 REMOTE CONTROL VALVE # 2 REMOTE CONTROL VALVE SIZE (In.) 1.00 R.C.V. DEMAND (GPM) 21 TOTAL DEMAND (GPM} E 21 HIGHEST HEAD SERVED (FT) 40 STATIC PRESSURE AT HIGHEST HEAD 84.0 - 0 The image computer may memory to _- cannot be displayed. Your not have enough o0en the image. or theim... PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS PROS- I2- PRS40 -CV POP -UP SHRUB HEAD W/ MP1000 NOZZLE .19, .37, .75 40 14 FT 0.39 IN. /HR. 2.00 EXIST. SERVICE LINE (50 FT OF TYPE K COPPER) 21 1 0.24 PSI 2.00 EXIST. WATER METER (DISC TYPE) 21 2 0.50 PSI 2.00 EXIST. BACKFLOW PREVENTER (RIP TYPE) 21 3 11.00 PSI 2.00 FILTRATION (WYE FILTER) 21 4 0.30 PSI N/A PRESSURE REGULATOR (WILKINS 500HLR) 21 5 0.00 PSI 2.00' BFD ASSEMBLY PIPING (BRASS W/ 4 ELLS) 21 6 089 PSI 1.50 MASTER CONTROL VALVE 21 7 2.30 PSI 1.00 FLOW SENSOR 21 8 1.00 PSI 2.00 ISOLATION VALVES (BALL TYPE) 1 21 9 1 -00 PSI 2.00 220 FEET OF MAINLINE: CL. 315 PVC 21 10 0.92 PSI 2.00 4 - 90 DEGREE ELBOWS 21 13 0.76 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 21 14 2.30 PSI - 10% ILATERAL LINE LOSSES; 21 15 4.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 161 0.18 PSI -16.00 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) WA 17 -6.93 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 18.5 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 40,0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 58.5 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 77.5 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 22 19.0 PSI SET PRV OR MCV AT ( #20 PLUS 10 PSI) 23 68.5 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: Moonlight Beach Phase 1 , ETo: = 42.9 HA = 15,096 SLA = 0 LA = 15,096 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA= (Eto)(0.62)[(0.7 x LA) + (0.3 x SLA)] 281,066 Gal. /Yr IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED ON FINISHED SOIL GRADE BELOW MULCH W/ 9" WIRE STAKES TOTAL ESTIMATED APPLIED WATER USED: FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK TOTAL EAWU =(Eto x 0.62) x [(HA x PF)/]E) + SLA)] 168,676 Gal. /Yr ESTIMATED APPLIED WATER USED: EAWU= (ETo)(0.62) x [(HAxPF)] iE HYDROZONE #1: (Trees with Bubblers) 42.9 x 0.62 x 1,468 x 0.3 = 14,642 Gal. /Yr 0.8 HYDROZONE #2: (Low water use shrub srea irrigated with Drip) 42.9 x 0.62 x 922 x 0.3 = 9,196 Gal. /Yr 0.8 HYDROZONE #3: (Low water use shrub irrigated with MP Rotator) 42.9 x 0.62 x 12,706 x 0.3 = 144,838 Gal. /Yr 0.7 MAXIMUM APPLIED WATER ALLOWANCE: 281,066 Gal./Yr TOTAL ESTIMATED APPLIED WATER USE: 168,676 Gal. /Yr 1.6 1.1 6.4 1 4.5 / Total Number of Zones: 11 34 44 IRRIGATION MATERIAL LEGEND 92 SYMBOL 118 128 126 96 Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS PR (TRI.) DETAIL 0.56 17 RAIN BIRD DEEP WELL BUBBLER HEAD W/ 1404 BUBBLE NOZZLE, EACH SYMBOL 1.0 (2.0 EA.) 30 N/A N/A 1 -16 1 1.97 1 2.14 1 2.11 REPRESENTS (2) BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF 1 1.15 1 0.78 0.56 ITotal Hrs. /Day ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. JAN e I MAR HUNTIER PROS- I2- PRS40 -CV POP -UP SHRUB HEAD W/ MP1000 NOZZLE .19, .37, .75 40 14 FT 0.39 IN. /HR. 1 -15 ® I AUG HUNTER PROS- I2- PRS40 -CV POP -UP SHRUB HEAD W/ MP2000 NOZZLE .40, .74, 1.47 40 20 FT 0.39 IN. /HR. 1 -15 0 0 0 HUNTER PROS- I2- PRS40 -CV POP -UP SHRUB HEAD W/ MP3000 NOZZLE .86, 1.82, 3.64 40 30 FT 0.39 IN. /HR. I -15 n n HUNTER PROS- I2- PRS40 -CV POP -UP SHRUB HEAD W/ MP CORNER NOZZLE .19 - .45 40 14 FT VARIABLE 1 -15 NO SYMBOL HUNTER ALL SHRUB SPRAY HEADS INSTALLED ON UVR ON -GRADE PIPE AND FARTHER THAN FIVE (5) FEET FROM PAVING, A DS -100 DRI- SPLICE WIRE CONNECTORS W /DS -300 WIRE CONNECTOR SEALANT FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) F NO SYMBOL CURBS, SIDEWALKS, STEPS, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS; OR HEADS INDICATED AS INSTALLED ON KSC -XXX -S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A ON -GRADE PIPE; MAY BE INSTALLED AS A HUNTER PROS -00 SHRUB ADAPTER WITH THE NOZZLE AS SHOWN. NO SYMBOL ® P.O.C. 2" DOMESTIC METER WITH A 2" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD N/A ® EXISTING EXISTING BACKFLOW DEVICE TO REMAIN, CONTRACTOR SHALL PAY TO HAVE THE DEVICE TESTED AND CERTIFIED BY A CERTIFIED N/A VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOC -KIT. FOR ROUND FLUSH VALES AND N/A BACKFLOW TESTER, CERTIFICATION SHALL BE TURNED OVER TO THE CITY AT COMPLETION OF PROJECT. AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO 10 RAIN BIRD 150- GB -PRS -D SERIES 1/2" NORMALLY CLOSED PRESSURE REGULATING, BRASS MASTER CONTROL VALVE, WIRE TO CONTROLLER WITHIN 1 -5 SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, TAN HDPE BODY AND TAN LIDS IN WOOD MULCH. FOR USE 1" CONDUIT ® CALSENSE FM -1B, 1" BRASS FLOW SENSOR, WIRE TO CONTROLLER WITHIN A 1" CONDUIT, INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1 -6 ►H KBI BTU- 2000 -V PVC BALL VALVE, LINE SIZE 1- 7.1 -8,1 -9 Q RAIN BIRD 44LRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX 1 -10 RAIN BIRD GB (1 ", 11/2 ") SERIES PRESSURE BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN C,E RAIN BIRD GB (1 ") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN, INSTALL NETAFIM TF102612 DISC FILTER AND NETAFIM C,B,E PRESSURE REGULATOR PRV075HF45V2K DOWNSTREAM OF RCV NO SYMBOL RAIN BIRD QUICK CHECK BASKET FILTER, INSTALL ON THE UPSTREAM SIDE OF EACH RCV WITH FLOWS LESS THAN 5 GPM (RCVS 3,4,5,11 AND E EXISTING VALVE(S) AS NEEDED), IF THIS FILTER IS INSTALLED UPSTREAM OF DRIP VALVE ASSEMBLY NO ADDITIONAL DISC FILTER WILL BE REQUIRED DOWNSTREAM OF THE DRIP VALVE. © CALSENSE ET2000E- 24- R -RRe- SSE- R /FM -1 B, 24 STATION CONTROLLER, PAY FOR AND CONNECT TO PHONE LINE FOR CONNECTION I- lA,1 -1 B,I -1 C TO CITY CENTRAL CONTROL SYSTEM, VERIFY FINAL LOCATION IN THE FIELD ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A - - - - NETAFIM TLCV6 -12 TECHLINE DRIP TUBING W/ .6 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART 1- 23.1 -27,1- 28.1 -29 IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED ON FINISHED SOIL GRADE BELOW MULCH W/ 9" WIRE STAKES TOTAL ESTIMATED APPLIED WATER USED: FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK TOTAL EAWU =(Eto x 0.62) x [(HA x PF)/]E) + SLA)] 168,676 Gal. /Yr ESTIMATED APPLIED WATER USED: EAWU= (ETo)(0.62) x [(HAxPF)] iE HYDROZONE #1: (Trees with Bubblers) 42.9 x 0.62 x 1,468 x 0.3 = 14,642 Gal. /Yr 0.8 HYDROZONE #2: (Low water use shrub srea irrigated with Drip) 42.9 x 0.62 x 922 x 0.3 = 9,196 Gal. /Yr 0.8 HYDROZONE #3: (Low water use shrub irrigated with MP Rotator) 42.9 x 0.62 x 12,706 x 0.3 = 144,838 Gal. /Yr 0.7 MAXIMUM APPLIED WATER ALLOWANCE: 281,066 Gal./Yr TOTAL ESTIMATED APPLIED WATER USE: 168,676 Gal. /Yr 1.6 1.1 6.4 1 4.5 / Total Number of Zones: 11 34 44 67 92 99 118 128 126 96 69 47 34 Total Min. /Day To Controller Run Time in Hours: 0.56 0.73 1.12 1.53 1 1.65 1 1.97 1 2.14 1 2.11 1 1.60 1 1.15 1 0.78 0.56 ITotal Hrs. /Day - - - - - JAN I FEB I MAR I APR I MAY I JUN I JUL I AUG I SEP I OCT I NOV DEC AS APPROVED RUNTIME TABLE ABOVE IS FOR REFERENCE ONLY. ACTUAL VALVE RUN TIMES SHALL BE ADJUSTED BASED ON SPECIFIC SITE REQUIREMENTS. REVISIONS APPROVED DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: - - - - NETAFIM DRIPPERLINE FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING 1- 23.1 - 27.1 - 28.1 -29 NO SYMBOL NETAFIM ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING DRIPPERLINE FITTINGS 1- 23.1 - 27.1 - 28.1 -29 Q NETAFIM PROVIDE A TLFV -1 AUTOMATIC FLUSH VALVE AT END /MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE 1 -26 SHRUBS WITH INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' 3 LOW USE CANOPY TREES OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER BUBBLERS MANUFACTURERS SPECIFICATIONS. - ->> - - - AS APPROVED TRANSITION BETWEEN BURIED LATERAL AND ON -GRADE LATERAL N/A - - - - - AS APPROVED UVR PVC PIPE 3/4" - 3" SCH. 40 AS LATERAL LINES ON GRADE STAKE PIPE AT 8' O.C. USING #4 REBAR J -HOOKS A AS APPROVED PVC PIPE 3/4" - 11/2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE 1 -12 - - AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 1 -12 AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED 1 -13 PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). INSTALL WITHIN CONDUIT TWICE THE DIAMETER OF THE WIRE BUNDLE 1- 12.1 -17 NO SYMBOL SPEARS DS -100 DRI- SPLICE WIRE CONNECTORS W /DS -300 WIRE CONNECTOR SEALANT FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) F NO SYMBOL K.B.I. KSC -XXX -S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A INSTALL WITHIN SPRINKER /DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD /EMITTER DRAINAGE. NO SYMBOL VALCON ADV -XX00 SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV N/A IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER /DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD /EMITTER DRAINAGE. NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOC -KIT. FOR ROUND FLUSH VALES AND N/A AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, TAN HDPE BODY AND TAN LIDS IN WOOD MULCH. FOR USE IN NON- VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. CONTROLLER /STATION NUMBER ENGINEERING BY: DATE: HYDROZONE # HYDROZONE DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB 1 LOW WATER USE SHRUBS WITH DRIP 2 LOW WATER USE SHRUBS WITH MP ROTATOR 3 LOW USE CANOPY TREES WITH BUBBLERS IRR METHOD DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS MRTR I MP ROTATORS VALVE SIZE FVALVE FLOW (GPM) A20 1.5" 35 30 1 S 1.75 1,500 - OPERATING PRESSURE (PSI) -ZONE AREA (SIFT) L I ZONE PRECIPITATION RATE IRRIGATION METHOD OFFICE OF THE STATE FIRE MARS - HYDROZONE NUMBER APPROVED FIRE AN NLY Reviewed by' - W APR 2 7 7,012 associates APPiovul cif this plandoes not authorize or I R R I G A T I O N D E S I G N A N D C O N S U L T I N G � pruve any amiss 1611 nt deviation from ppitea6l�reg6lauafls Final approvaI is suh3tu @t a8730 Sk, carscr o s4,re c Murrieta. Ca 92563 3 ka field Inspection, One bet (951) 4F1 6830 G shall 6eavdllabio of' the DroleFtSIG @1t all t darts w. werw,sweenerassec. cam r: (951) 461.6850 APPROVALS CITY OF ENCINITAS - PARKS & RECREATION BUILDING & PLANNING PARKS & RECREATION BY: BY: k BY: DATE: DATE: 04/20/2012 DATE: FIRE MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION LEGEND & NOTES DRAWING NO. L2 -2 SHEET ZS_ OF 04/09/2012 100% CD O 11 2,. ;� ; ':I I �i;:;�..; PVC MAINLINE PIPE TO BALL VALVE PER k;l TYPE LOCKING LID PER SPECS. HEAT � i g� --III I � � RONT F LEGEND u IL METER DETAIL CITY STD. 1 -8. INSTALL 1Q PRE — ASSEMBLED CONTROLLER & STAINLESS STEEL ENCLOSURE. O GFI OUTLET & SWITCH. ADAPTER AS REQUIRED TO UPSIZE TO MAINLINE AS NECESSARY. O #6 AWG GROUND WIRE — CONNECT TO GROUND LUG. FINISH GRADE /TOP OF MULCH. ® 120 VAC JUNCTION BOX. 2" MIN. O (� PVC SLEEVE FOR GROUND ROD. FLOW SENSOR PER LEGEND. © 5/8" X 8' COPPER GROUNDING ROD. WIRE CONNECTORS. COIL 30" LENGTH 26" X 24" X 8" CONCRETE BASE. ® 2-1/2- SCH. 40 ELEC. SWEEP ELL FOR STATION WIRES. OF WIRE. 1 -1/2" SCH. 40 ELEC. SWEEP ELL FOR PHONE LINE. BRICK SUPPORTS. 4 REQUIRED. 10 1" SCH. 40 ELEC. SWEEP ELL FOR 120 VAC POWER. 5 11 3/4" SCH. 40 PVC CONDUIT TO FINISH GRADE. 6" MIN. DEPTH WASHED GRAVEL. 12 CONTROLLER. 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM FLOW SENSOR NOT BIOBARRIER ROOT CONTROL SYSTEM SHOWN FOR CLARITY. SEE CITY STD. DETAIL I -1B FOR LOCATION. SEAL END OF CONDUIT W/ 1 FABRIC. 3/4" SCH. 40 ELEC. SWEEP ELL CONDUIT FROM MASTER VALVE NOT REV: 10/22/02 CONTROLLER 12 10 1" DIA. SCH. 40 PVC CONDUIT TO PVC MAINLINE PIPE TO MASTER VALVE I -1 a ^ITV AC CL1^1LIITAr o.i.,_.I1 u_I M -4 —:1 MASTER CONTROL VALVE PER PER SPECS. & PLAN. SEE MASTER DETAILS\I-la - Controllecdwg --T 12" 18" LEGEND I: 1371 /4" TMIN. 2" NO SCALE * NOTE * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. INSTALL FLOW SENSOR AS PER THE MNFCTR'S REC. WIRE TO IRRIGATION CONTROLLER TO BE RED & BLACK TO MATCH FLOW METER WIRES. 1Q RECTANGULAR VALVE BOX W/ 'T' QQ PVC MAINLINE PIPE TO BALL VALVE PER 11 TYPE LOCKING LID PER SPECS. HEAT � SPECS. SEE BALL VALVE FROM FLOW I BRAND LID W/ "FM ". 4" - 9 METER DETAIL CITY STD. 1 -8. INSTALL OO ADAPTER AS REQUIRED TO UPSIZE TO MAINLINE AS NECESSARY. FINISH GRADE /TOP OF MULCH. 2" MIN. O FLOW SENSOR PER LEGEND. QQ WIRE CONNECTORS. COIL 30" LENGTH ® OF WIRE. BRICK SUPPORTS. 4 REQUIRED. 10 5 3/4" SCH. 40 PVC CONDUIT TO s 6" MIN. DEPTH WASHED GRAVEL. 10 CONTROLLER. 0 BIOBARRIER ROOT CONTROL SYSTEM 11 SEAL END OF CONDUIT W/ RECTANGULAR VALVE BOX W/ 'T' FABRIC. 2" NON— HARDENING CONDUIT PUTTY. 0 12 10 1" DIA. SCH. 40 PVC CONDUIT TO PVC MAINLINE PIPE TO MASTER VALVE CONTROLLER. PIPE SIZE EQUAL TO FLOW METER SIZE MASTER CONTROL VALVE PER PER SPECS. & PLAN. SEE MASTER FOR A LENGTH EQUAL TO 10 TIMES THE SEAL END OF CONDUIT W/ VALVE DETAIL CITY STD. 1 -5. FLOW METER SIZE. INSTALL ADAPTER AS REQUIRED TO 13 O 6" MIN. DEPTH WASHED GRAVEL. DOWNSIZE TO FLOW METER SIZE AS PIPE SIZE EQUAL TO FLOW METER SIZE * 2" IN SHRUB AREA, FLUSH IN NECESSARY. BIOBARRIER ROOT CONTROL SYSTEM Ofi FOR LENGTH EQUAL TO 5 TIMES THE FABRIC. FLOW METER SIZE. INSTALL CONTROL VALVES A MIN. REV: 10 FLOW METER NO SCALE D:IDETAILS \ENCINITAS DETAILSil -6 - FI=Meter.dwg 816101 REVISIONS I APPROVED I DATE I SUB- CONSULTANT 1 -6 MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com 2 �—" ENLARGED — 24" 1/2 "12" �I f DETAILS 1I -1t, - ControllerConcreteBaseAng SECTION VIEW LEGEND Q CARSON — BROOKS 910 W/ 910 -4B COVER. HEAT BRAND 'BV' ONTO LID. O FINISH GRADE /TOP OF MULCH. KBI — BLOCKED TRUE UNION BALL O VALVE PER LEGEND & SPECS. ® BRICK SUPPORTS. 4 REQUIRED. O 6" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O PVC MAINLINE PIPE. O FROM MAINLINE. O TO MAINLINE. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45— DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES 0 THE BALL VALVE. BALL VALVE MAINLINE ISOLATION /%ITV AC okw% rrAGC Q1......J......I 1'9 -1 —:1 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: NO SCALE DETAILSII-7 - BailValve.dwg 8x6101 REV: 10/22/02 LEGEND 1O CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE. O CONTROLLER PAD PER CITY STD. DETAIL I -1a. O 95% COMPACTED SUBGRADE. ® POURED —IN —PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C -5. ® 1/2" TOOLED RADIUS. © FINISH GRADE. O7 EXPANSION JOINT PER CITY STD. DETAIL C -4. ® CONTROL JOINT 6' O.C. MAX. SPACING PER CITY STD. DETAIL C -4. ADJACENT CURB WHERE OCCURS. REV: 10/22/102 CONTROLLER CONCRETE ACCESS I -1 C CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE D:\DETAILS\ENCINITAS DETAILSII -1 c - ControllerConcreteAcceas.dwg SECTION VIEW LEGEND NOTES Q CARSON — BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. FINISH GRADE /TOP OF MULCH. USE 45— DEGREE ELLS TO ACHIEVE O MAINLINE DEPTH ON THE UPSTREAM & KBI— BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL O VALVE PER LEGEND & SPECS. VALVE. O BRICK SUPPORTS. 4 REQUIRED. V" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM © FABRIC. O PVC MAINLINE PIPE. O FROM FLOW METER. O TO IRRIGATION SYSTEMS. -7 BALL VALVE @ FLOW METER I— - -- - — — - - — - - - -- - — — D:IDETAILS \ENCINITAS DETAILSII -8 - Ba1lValV8@Fh9.dw9 8/6/01 ARCHITECT APPROVALS Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION 444 South Cadres . Studio 182 gy, BY: BY: BY: �'� gy; _ Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 04/20/2012 DATE: DATE: DATE: DATE; DATE: REV: 10/22/02 -8 NO SCALE FIRE CI 1 11 � ins '� ----0 I 'III; I 12" I- IIIMI- 4" - 9 - IIMII1= II IIII�III 1 2" MIN. O 7O p wo•Q 3 4 5 s 10 14- 26° RECTANGULAR VALVE BOX W/ 'T' O WIRE CONNECTORS. COIL 30" 2" TYPE LOCKING COVER PER SPECS. 26" FINISH GRADE /TOP OF MULCH. 10 1" DIA. SCH. 40 PVC CONDUIT TO ._ CONTROLLER. 1 5 MASTER CONTROL VALVE PER 11 LEGEND. SEAL END OF CONDUIT W/ NON— HARDENING CONDUIT PUTTY. O BRICK SUPPORTS. 4 REQUIRED. 4 O 6" MIN. DEPTH WASHED GRAVEL. NOTES * 2" IN SHRUB AREA, FLUSH IN BIOBARRIER ROOT CONTROL SYSTEM Ofi 2" FABRIC. INSTALL CONTROL VALVES A MIN. O PVC MAINLINE FROM BACKFLOW. OF 1' APART IN SHRUB AREAS LEGEND 14 X 12 CONTROLLER FOOTPRINT 8 PVC MAINLINE TO FLOW METER. ® 1O 3/4" SCH. 40 PVC SWEEP CONDUIT FOR MASTER VALVE. PIPE PER SPECS. SEE CITY STD. USE TEFLON TAPE ON ALL 3/4" SCH. 40 PVC SWEEP CONDUIT FOR FLOW METER. DETAIL 1 -6. O 1" SCH. 40 PVC SWEEP CONDUIT FOR 120V ELEC. SUPPLY FROM METER. ® 10/22/02 MASTER VALVE GROUNDING ROD. 1 -5 CITY OF ENCINITAS Standard Detail 1 -1/2" SCH. 40 PVC SWEEP CONDUIT FOR TELEPHONE. NO SCALE © 2 -1/2" SCH. 40 PVC SWEEP CONDUIT FOR STATION WIRING. O7 2" SCH. 40 PVC SPARE SWEEP CONDUIT. ® CONTROLLER ENCLOSURE CONCRETE PAD. O WALKWAY PER CITY STD. DETAIL 1 -1c. 10 CURB. NOTE VERIFY W/ CALSENSE TEMPLATE FOR DIMENSION & LOCATION OF CONDUIT SWEEP WITHIN THE 12" X 14" AREA OF THE CONTROLLER (800) 572 -8608. CONTRACTOR SHALL INSTALL ADDITIONAL CONDUIT TO ET GAGE. SIZE & LOCATION PER MANUFACTURER'S RECOMMENDATION. REV: 10/22/02 CONTROLLER CONCRETE BASE 1 -1 b CITY OF ENCINITAS Standard Detail Communitv Services Department NO SCALE DETAILS 1I -1t, - ControllerConcreteBaseAng SECTION VIEW LEGEND Q CARSON — BROOKS 910 W/ 910 -4B COVER. HEAT BRAND 'BV' ONTO LID. O FINISH GRADE /TOP OF MULCH. KBI — BLOCKED TRUE UNION BALL O VALVE PER LEGEND & SPECS. ® BRICK SUPPORTS. 4 REQUIRED. O 6" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O PVC MAINLINE PIPE. O FROM MAINLINE. O TO MAINLINE. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45— DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES 0 THE BALL VALVE. BALL VALVE MAINLINE ISOLATION /%ITV AC okw% rrAGC Q1......J......I 1'9 -1 —:1 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: NO SCALE DETAILSII-7 - BailValve.dwg 8x6101 REV: 10/22/02 LEGEND 1O CALSENSE STAINLESS STEEL CONTROLLER ENCLOSURE. O CONTROLLER PAD PER CITY STD. DETAIL I -1a. O 95% COMPACTED SUBGRADE. ® POURED —IN —PLACE 26" WIDE X 4" THICK CONCRETE WALK. MEDIUM BROOM FINISH W/ 6" TOOLED SHINER PER CITY STD. DETAIL C -5. ® 1/2" TOOLED RADIUS. © FINISH GRADE. O7 EXPANSION JOINT PER CITY STD. DETAIL C -4. ® CONTROL JOINT 6' O.C. MAX. SPACING PER CITY STD. DETAIL C -4. ADJACENT CURB WHERE OCCURS. REV: 10/22/102 CONTROLLER CONCRETE ACCESS I -1 C CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE D:\DETAILS\ENCINITAS DETAILSII -1 c - ControllerConcreteAcceas.dwg SECTION VIEW LEGEND NOTES Q CARSON — BROOKS 910 W/ 910 -4B * 2" IN SHRUB AREAS, FLUSH IN COVER. HEAT BRAND 'BV' ONTO LID. LAWN AREAS. FINISH GRADE /TOP OF MULCH. USE 45— DEGREE ELLS TO ACHIEVE O MAINLINE DEPTH ON THE UPSTREAM & KBI— BLOCKED TRUE UNION BALL DOWNSTREAM SIDES 0 THE BALL O VALVE PER LEGEND & SPECS. VALVE. O BRICK SUPPORTS. 4 REQUIRED. V" MIN. DEPTH WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM © FABRIC. O PVC MAINLINE PIPE. O FROM FLOW METER. O TO IRRIGATION SYSTEMS. -7 BALL VALVE @ FLOW METER I— - -- - — — - - — - - - -- - — — D:IDETAILS \ENCINITAS DETAILSII -8 - Ba1lValV8@Fh9.dw9 8/6/01 ARCHITECT APPROVALS Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION 444 South Cadres . Studio 182 gy, BY: BY: BY: �'� gy; _ Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 04/20/2012 DATE: DATE: DATE: DATE; DATE: REV: 10/22/02 -8 NO SCALE FIRE CI U:Wt IHILW\ NUINI IA.s UC i AILJll -0- MaStervalvenwg sitim FFICE OF THE STA - SEAL APPROVEDFIF, NLY ,ved bY' , .w.�__,n�_.....e.___.._...._�.. APR 2 7 2012 val of this plat, atlas not authorize or '@ any 8Pn1S,sion 6r deviation front abl¢regalatlstla Final appinvalisaltbjep3t !inspection One set ofapproved plans c. available on the Droieet site at all timf,,, . associates IRRIGATION DESIGN AND CONSULTING 36730 Sky Cinyon Drive, Safe C Murrteta, Ca 92563 nfopO,weene...... corm t: (9S1) 461 -6833 w- rvr✓w .weeneya aoc coml f_ (951) 4615850 TY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION DETAILS DRAWING NO. L2 -3 I SHEET 2,& OF I0 1 04/09/2012 100% CD 1 11 �I— III —III III - III -I I ins '� ----0 I 'III; 12" I- IIIMI- 4" - 9 - IIMII1= II IIII�III 2" MIN. O 7O p wo•Q 3 4 5 s 10 LEGEND RECTANGULAR VALVE BOX W/ 'T' O WIRE CONNECTORS. COIL 30" TYPE LOCKING COVER PER SPECS. LENGTH OF WIRE. FINISH GRADE /TOP OF MULCH. 10 1" DIA. SCH. 40 PVC CONDUIT TO CONTROLLER. MASTER CONTROL VALVE PER 11 LEGEND. SEAL END OF CONDUIT W/ NON— HARDENING CONDUIT PUTTY. O BRICK SUPPORTS. 4 REQUIRED. 4 O 6" MIN. DEPTH WASHED GRAVEL. NOTES * 2" IN SHRUB AREA, FLUSH IN BIOBARRIER ROOT CONTROL SYSTEM Ofi LAWN AREAS. FABRIC. INSTALL CONTROL VALVES A MIN. O PVC MAINLINE FROM BACKFLOW. OF 1' APART IN SHRUB AREAS PVC MAINLINE TO FLOW METER. ® UNLESS OTHERWISE NOTED. PIPE PER SPECS. SEE CITY STD. USE TEFLON TAPE ON ALL DETAIL 1 -6. THREADED CONNECTIONS. REV: 10/22/02 MASTER VALVE 1 -5 CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE U:Wt IHILW\ NUINI IA.s UC i AILJll -0- MaStervalvenwg sitim FFICE OF THE STA - SEAL APPROVEDFIF, NLY ,ved bY' , .w.�__,n�_.....e.___.._...._�.. APR 2 7 2012 val of this plat, atlas not authorize or '@ any 8Pn1S,sion 6r deviation front abl¢regalatlstla Final appinvalisaltbjep3t !inspection One set ofapproved plans c. available on the Droieet site at all timf,,, . associates IRRIGATION DESIGN AND CONSULTING 36730 Sky Cinyon Drive, Safe C Murrteta, Ca 92563 nfopO,weene...... corm t: (9S1) 461 -6833 w- rvr✓w .weeneya aoc coml f_ (951) 4615850 TY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION DETAILS DRAWING NO. L2 -3 I SHEET 2,& OF I0 1 04/09/2012 100% CD SECTION VIEW LEGEND Q CARSON — BROOKS 910 W/ 910 -48 COVER. HEAT BRAND 'BV' ONTO LID. O FINISH GRADE /TOP OF MULCH. KBI— BLOCKED TRUE UNION BALL OO VALVE PER LEGEND & SPECS. G BRICK SUPPORTS. 4 REQUIRED. o6" MIN. DEPTH WASHED GRAVEL. BIOSARRIER ROOT CONTROL SYSTEM © FABRIC. O PVC MAINLINE PIPE. ® FROM MAINLINE. O TO REMOTE CONTROL VALVE. NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE 45— DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE UPSTREAM & DOWNSTREAM SIDES 0 THE BALL VALVE. BALL VALVE TO REMOTE CONTOL VALVE &/ORQUICKCOUPLERVALVE CITY OF ENCINITAS Standard Detail Communitv Services Department LEGEND NOTE: REV: 101/22/02 I =9 NO SCALE I TURF AREAS SHRUB AREAS U SHRUB /GROUND COVER. 10 PRE — ASSEMBLED QUICK COUPLER A. USE TEFLON TAPE ON MALE PIPE TYPE COVER PER SPECS. HEAT SWING JOINT AS MANUFACTURED BY * THREADS FOR PVC TO PVC OO FINISH GRADE /TOP OF MULCH FINISH GRADE /TOP OF MULCH. CONNECTIONS. O POP —UP SPRAY OR ROTOR SPRINKLER B. INSTALL SPRINKLER HEADS PLUMB. SPECS. ADJUST SPRAYS OR NOZZLE @ HUNTER 1/2" SWING JOINT SJ512 OR 3/4" STREAM TO COVER LANDSCAPE NOTES SWING JOINT SJ712 AS REQUIRED TO MATCH AREA WITHOUT OVER ONTO SPRAY © SPRINKLER INLET SIZE. LAWN AREAS. PAVING, FENCES, WALL LS OR BIOBARRIER ROOT CONTROL SYSTEM BUILDINGS. O PVC SCH. 40 S X S X T TEE OR S X T ELL C. INSTALL SPRINKLER HEADS FLUSH FITTING — LATERAL X SPRINKLER INLET SIZE. W/ GRADE IN TURF AREAS & 1/2" PVC LATERAL PIPE. MAINLINE FITTING. ABOVE GRADE IN SHRUB /GROUND @ REV: 10/221/02 COVER AREAS. 7 O GRASS. O WALK OR CURB CITY OF ENCINITAS Standard Detail 9 O UNDISTURBED SOIL. NO SCALE 10 ANTI —DRAIN VALVE AS REQUIRED LOW HEAD DRAINAGE. TO PREVENT 12" POP-UP D:METAIL&ENCINITAS DETAILS4f'5 - 12- Pop'Jp.dwg 916/01 REVISIONS APPROVED DATE REV: 10/22/02 1 -15 SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com 12" MAX A' AAIM LEGEND O ROUND VALVE BOX W/ LOCKING 'T' 10 PRE — ASSEMBLED QUICK COUPLER C TYPE COVER PER SPECS. HEAT SWING JOINT AS MANUFACTURED BY * BRAND 'QCV' ONTO LID. DURA. MODEL #1— A1- 1- 11 -12. O FINISH GRADE /TOP OF MULCH. 0#4 X 36" LENGTH REBAR STAKE. O QUICK COUPLER VALVE PER LEGEND & t2 COMPACTED EARTH. SPECS. G4 BRICK SUPPORTS. 4 REQUIRED. NOTES O 6" MIN. DEPTH WASHED GRAVEL. * 2" IN SHRUB AREAS, FLUSH IN © LAWN AREAS. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. USE TEFLON TAPE ON ALL THREADED 0 FITTINGS, TYPICAL. PVC MAINLINE PIPE FROM BALL VALVE. O QUICK LOCK BY DURA. O MAINLINE FITTING. REV: 10/221/02 QUICK COUPLER VALVE 1 =1 O CITY OF ENCINITAS Standard Detail P.,rarali..I+„ce.,,i^ne ne r o t NO SCALE DADETAIMENCiNITAS DETAIL.SU - -10 - QuickCouPlerValve.dwg 816/41 LEGEND Q PLASTIC DRAIN GRATE TO FIT 4" DIA. PVC DRAIN PIPE. ® FINISH GRADE. O BUBBLER HEAD PER LEGEND, 1" BELOW FINISH GRADE. 2 PER TREE UNLESS OTHERWISE CALLED FOR ON PLANS. @ SCH. 80 NIPPLE, LENGTH AS REQUIRED. 2 REQUIRED. @ 1/2" ANTI —DRAIN VALVE. @ UNDISTURBED NATIVE SOIL Q PVC LATERAL LINE. @ DRILL THROUGH PIPE. @1/2" SCH. 40 PVC ELL (S X T). 8 AMENDED BACKFILL PER PLANTING PLANS. t1 4" DIA. X 36" LONG PERFORATED PVC DRAIN PIPE. FILL W/ 3/4" GRAVEL TO BOTTOM OF CHECK VALVE. t2 ROOT BALL OF TREE. t3 2" LAYER OF MULCH OVER LANDSCAPE FABRIC. IS LANDSCAPE FABRIC. EXTEND MIN. 6" BEYOND DRAIN GRATE EDGE. TREE BUBBLER DADETAILMENCiNiTAS DETAILS\: -16 - TreeBubbler.dwg 8!6!01 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT JLU I IUIN VICVV Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach, CA. 92075 t: 858.792.59061 f: 858.792.5916 PLAN VIEW RFV: 10/22/02 NO SCALE PUBLIC WORKS BY: _ DATE: * 4" SEPARATION * SEE SPECS. FOR DEPTHS. SEE SLEEVE DETAIL & SPECS. FOR DEPTHS UNDER PAVING. LEGEND @FINISH GRADE 02 LATERAL LINE — SEE SPECS. 03 COMPACTED EARTH @PRESSURE MAINLINE — SEE SPECS G5 CONTROL WIRES — SEE SPECS. @ TRENCH O7 BACKFILL PER SPECS. PLAN VIEW NOTES: ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. BUNDLE WIRING & WRAP W/ TAPE 10' INTERVALS. TIE A 24" LOOP IN ALL WIRING CHANGES OF DIRECTION GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. PIPE & WIRE TRENCHING CITY OF ENCINITAS Standard Detail Community Services Department �D9DETAIMENCINITAS DETAIMI 12 - Pipe&SNIreTrenchlIQ cl,; 81610; NO SCALE LEGEND NOTE (D CARSON — BROOKS VALVE BOX 910 W/ 910 -48 COVER. HEAT BRAND "PB" ONTO LID. ® FINISH GRADE /TOP OF MULCH. O 36" WIRE EXPANSION LOOP TYP. GO BRICK SUPPORTS. 4 REQUIRED. O6" MIN. DEPTH WASHED GRAVEL. O BIOBARRIER ROOT CONTROL SYSTEM FABRIC. 0 WIRE CONNECTORS. O PVC ELECTRICAL SWEEP IF WIRE INSTALLED IN CONDUIT. PULL BOX 1'16 CITY OF ENCINITAS Community Services Department DMETAIMENCINITAS DETAILSII -17 - PullBox dwrg 376101 ENGINEERING BY: DATE: REV: 10/22/02 1 =12 * 2" IN SHRUB AREA, FLUSH IN LAWN AREAS. ELECTRICAL SWEEPS NOT REQUIRED FOR DIRECT BURIAL INSTALLATION. OPEN ENDS OF ELECTRICAL SWEEPS SHALL BE SEALED USING APPROVED NON— HARDENING CONDUIT SEALANT PUTTY. APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY:� BY: DATE: DATE: 04/20/2012 DATE: DIMENSION A B C 1/2" TO 4" IN SIZE WHERE BELOW VEHICULAR PAVING it * 4" 1/2" TO 4" IN SIZE WHERE BELOW PEDESTRIAN PAVING 1k * 4" LEGEND (D PAVING PER PLAN. (D SAND BACKFILL COMPACTED TO MATCH RECOMMENDATIONS FOR ADJACENT SUB — GRADE. O SCH. 40 PVC LATERAL LINE SLEEVE. Q SCH. 40 PVC WIRE SLEEVE. OQ SCH. 40 PVC MAINLINE SLEEVE. © UNDISTURBED SOIL. SLEEVES CITY OF ENCINI: Community Services D u :1uc IAILJ1LI UINi I As ut I AILOII -1c- aieevc.awg d1WU1 OFFICE OF THE STAT IRE MARSHAL. APPROVED FIRE NIC ONLY Rgviewed by ._ REV: 10/22/02 — APR 2 7 2012 1=17 A provalof this 01ndocs N"Ot Audio, ize o, ap+ro. €afls�l0tissloa al devtatian fiorn NO SCALE I01uabn feguiaaooa flualaPPtovaLls.,uhwi s eld insleetion.Ore ne( of approved Plans hall foe aval L.LlR n+o :hR.. rq.orr�„e ,11< ;'_ FIRE * DEPTH PER SPECS. NOTES SLEEVES SHALL BE 2 TIMES THE DIA. OF THE PIPE OR WIRE BUNDLE CARRIED UNLESS INDICATED TO BE LARGER ON PLANS. BUNDLE WIRING & WRAP W/ ELECTRICAL TAPE ® 10' INTERVALS. ALL MAINLINE PIPING SHALL BE INSTALLED IN ACCORDANCE W MANUFACTURER'S INSTALLATION SPECIFICATIONS. ALL PVC MAINLINE, PVC LATERAL LINES, & CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS W/ SCH. 40 PVC, CONTRACTOR SHALL MARK EDGE OF PAVING ABOVE BOTH ENDS OF SLEEVE W/ A SCORE MARK TO DESIGNATE SLEEVE LOCATION. SLEEVE ENDS SHALL EXTEND 12" BEYOND EDGE OF HARDSCAPE. AFTER INSTALLATION OF PIPE & WIRE, CONTRACTOR SHALL FILL REMAINING VOID IN ENDS OF SLEEVES W/ CONDUIT PUTTY. REV: 10/2: NO SCALE sweeney IRRIGATION DESIGN ANC CONSULTING 36730 Sky Canyon Drive, Suite C Murr.e[a, Ca 32563 eeneyassoc.comit: (951) 461 -6 "030 w_ ,w �wees_yassoacamlE (951) 461 655D CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION DETAILS 1 =13 Is DRAWING NO. L2-4 04/09/2012 100% CD u 4 1l 2" l 12" PLAN VIEW a r LEGEND 0 MAINLINE FROM SOURCE ® DEPTH PER SPECS. SEE STANDARD DETAIL 1 -12. O BALL VALVE IN VALVE BOX. SEE STANDARD DETAIL 1 -9. Q MAINLINE ® 12" DEPTH. ® REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE STANDARD DETAIL 1 -11. ® QUICK COUPLER VALVE IN VALVE BOX. PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE DETAIL I -10. © EDGE OF WALK, LAWN, CURB, ETC. NOTES SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF WALK, LAWN, CURB, ETC. LOCATE VALVES IN SHRUB /GROUND COVER AREAS WHERE POSSIBLE. TYPICAL MANIFOLD LAYOUT D:\DETAILSiENCINITAS DETALS\DiaoramLayout1.dwg LEGEND !� LINE FLUSHING VALVE Q AREA PERIMETER. Q DRIPPER TUBING LATERAL. O DRIPPER TUBING START CONNECTION MALE ADAPTER. Q EXHAUST HEADER. 0 DRIPPER TUBING TEE. 0 BLANK DRIPPER TUBING CENTERED ON MOUND OR BERM. IF AIR RELIEF VALVE IS USED. Q AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING ® EACH HIGH POINT). IF SPECIFIED ON LEGEND. Q SUPPLY HEADER. 10 REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. DRIP TYPICAL LAYOUT REV: 10/22/02 1 =18 NO SCALE D: \DETR LS\ENCINITAS DETAILS\I -28 - Drip Typical Layout 2.dwg 818109 REV: 10/22/02 NO SCALE REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.conn 1� LEGEND Q FINISH GRADE. Q PVC TEE (SxSxT) TO SUPPLY HEADER. ® DRIPPER TUBING 3/4" MALE ADAPTER. G DRIPPER TUBING. Q PVC TEE (SxSxT) ATTACHED TO SUPPLY HEADER EACH DRIPPER TUBING CONNECTION. Q CHECK VALVE WHERE CALLED FOR ON PLANS. Q PVC TEE (SxSxT). © HUNTER SWING JOINT SJ512 OR SJ712 AS REQUIRED TO MATCH SUPPLY HEADER LATERAL LINE SIZE. O PVC LATERAL. DRIP SUPPLY HEADER CITY OF ENCINITAS Standard Detail D:IDETAiLS\ENCINITAS DETAILS \I -23 -Drip Supply Header.dwg LEGEND Q LINE FLUSHING 0 AREA PERIMETE 0 DRIPPER TUBING START CONNECTION. Q EXHAUST HEADER. Q DRIPPER TUBING TEE. © DRIPPER TUBING LATERAL TUBING. Q AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING, ONE 0 EACH HIGH POINT). IF SPECIFIED ON LEGEND BLANK TUBING CENTERED ON MOUND OR BERM. IF AIR RELIEF VALVE IS USED. Q SUPPLY HEADER. REV: 10/22/02 1 =23 NO SCALE 10 REMOTE CONTROL VALVE W PRV & DI' DRIP TYPICAL LAYOUT CITY OF ENCINITAS Standard DE Community Services Department D1DETAILS\ENCiNiTAS DETAILSi1-29 - Drip Typical Layout 3.dwg 816/01 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT TER AFTER. REV: 101/22/02 1 =29 NO SCALE Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792,5906 / t: 858.792.5916 PUBLIC WORKS BY: DATE: SECTION VIEW LEGEND Q VALVE BOX W/ 'T' -TYPE LOCKING COVER PER SPECS. ® FINISH GRADE / TOP OF MULCH. Q FLUSH VALVE PER LEGEND. G BRICK SUPPORTS. 4 REQUIRED. © 12" DIA. X 36" DEEP WASHED GRAVEL. BIOBARRIER ROOT CONTROL SYSTEM FABRIC. O LATERAL LINE FROM DRIP SYSTEM. Q PVC ADAPTER AS REQUIRED. O CHRISTY'S RECLAIMED WATER ID TAG. SECURE TO FLUSH VALVE . (USE ONLY IF RECLAIMED SYSTEM). DRIP FLUSH VALVE CITY OF ENCINITAS Stanc Community Services Department b,.wr an. w,civ+.uv, rna uc nawu -co - v"p Hawn vaivemwij nrurul NOTES * 2" IN SHRUB AREAS, FLUSH IN LAWN AREAS. USE TEFLON TAPE ON ALL THREADED CONNECTIONS. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. NO SCALE REV: 10/22/02 1 =26 SHRUB ADAPTER SPRAY HEAD, SEE LEGEND FOR SPECIFICATION SCH 80 PVC NIPPLE, SIZE PER INLET LENGTH AS REQUIRED, 2 REQUIRED ANTI -DRAIN VALVE WHERE REQUIRED 12" MIN. OR AS SITE REQUIRES VANDAL -PROOF CLAMP USE IN 3 PLACES REBAR STAKE, #4 X 30" LENGTH ULTRA- VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED, AND UVR PVC TEE OR ELL ULTRA- VIOLET RESISTANT SCH 40 PVC PIPE, SEE PLANS FOR SIZE L =1 —I (I— -I I f FINISH GRADE -I 11-11 I -1 I I- -I 11=1 —I I i II— - I —I I I —I I I—I I —I I I— :I I( —I 1 I —I 11 I I I I= III = III = -III =1 -1 I I =III =1 1= #4 x 18" REBAR J -HOOK, SPACE AT 8' ON CENTER, TYPICAL NOTE: ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA- VIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 36" TO SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. SECTION VIEW - N.T.S. @1*1 I 2X7 5lanay R A Imn, Ix. LEGEND Q REMOTE CONTROL VALVE W/ PRV & DISC FILTER AFTER. (2)PVC SUPPLY HEADER. 0 DRIPPER TUBING START CONNECTION MALE ADAPTER. Q DRIPPER TUBING LATERAL. Q AREA PERIMETER. O AIR /VACUUM RELIEF VALVE (PLUMBED TO DRIPPER TUBING EACH HIGH POINT). IF SPECIFIED ON LEGEND Q BLANK DRIPPER TUBING (CENTERED ON MOUND OR BERM). IF AIR RELIEF VALVE IS USED. Ga PVC EXHAUST HEADER. Gs PERIMETER LATERALS 3" FROM EDGE. 10 FLUSHING VALVE PLUMBED TO PVC LINE. DRIP TYPICAL LAYOUT D:\DETAILS \ENCINITAS DETAILSki-27 - Drip Typical Layout 1.dwg 816101 LATERAL — FROM RCV FEMALE ADP SCH. 80 PVC SCH. 80 UNION NETAFIM PRV SERIES — PRESSURE REGULATOR SEE LEGEND FOR SIZE FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "DCV" AND STATION # ONTO LID. 3" —FINISHED GRADE -- IN SHRUB AREAS � -- vj � LATERAL '"'—' � TO DRIP TUBING SECTION VIEW - N.T.S. (D.W a M7 s a"y a aa.mr,, m. BRICK SUPPORTS 3/4" CRUSHED GRAVEL TWO CUBIC FEET NETAFIM TECHFILTER SIZE PER LEGEND LANDSCAPE FABRIC O SPRINKLER ON RISER O DRIP FILTER ASSEMBLY ENGINEERING BY: _ DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION I BY: BY: Gg ( . _ BY: DATE: DATE: 04/20/2012 DATE: FIRE OFFICE OF THE STATE F ARSHAL AFPROVEDFIR IC ONLY i Reviewed by °— APR 2 7 2012 p,pp,ovai of this plan does not authorize or approve any omission or deviation from+ appticablereguiattons Final approval, 6 sub.100 td ieldinspectlon One setof 9pproved [laps iia1I he available o=i the uraleo File at 1111' CITY OF ENCINITAS - P NO SCALE sweeney IRRIGATION DESIGN AND CONSULTING 38730 Sky Canyon D e, Suite C Mur seta, Co 92563 e. inPo p,ween =y t: (951) 461 6830 w. vww- wee ,e1 aesoc com f_ (951) 461 -6850 RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION DETAILS REV: 10/22/02 1 =27 101:1_VI910elkr a L2 -5 SHEET OF 04/09/2012 100% CD FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE I I III= FINISHED GRADE 2" MIN. P C I_I I �� IN SHRUB AREAS CONNECTORS PER LEGEND =11 i I I: LOOPS PVC PIPE, 1I WATEIRPR00 ED SIZE PER PLANS, TYPE PER LEGEND SCH. 80 PVC SLIP 90 DEGREE ELL USE STANDARD 2" MIN. SCH. 40 PVC PIPE OR BOX OPENINGS { FOR PIPE, DO +p , °i 4 • • .ag• ' SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE NOT CUT BOX g,0i� o• b BRICK SUPPORTS, 3/4" CRUSHED GRAVEL, 4 REQUIRED 4" MINIMUM DEPTH LASCO #896 PVC UNION SCH. 80 PVC SLIP TEE SLIP X MIPT, SIZE PER RCV, OR LEEMCO DUCTILE 2 REQUIRED FOR ASSEMBLY IRON BBT SERVICE TEE O FOR USE ON BELL AND GASKET MAINLINE PIPE SCH. 40 WIRE CONDUIT, TWICE THE SIZE OF THE WIRE BUNDLE LANDSCAPE FABRIC TO CARRIED, SEAL ENDS WITH COVER BOTTOM AND ALL SIDES OF VALVE BOX NON- HARDENING CONDUIT PUTTY. SPARE CONTROL WIRE, LOOP SECTION VIEW - N.T.S. 24" LENGTH INTO EACH RCV BOX CmWot 1007 S Asadit M . 4. CONCRETE THRUST I, BLOCK, TYPICAL —III MAINLINE PIPE -1 I I -1 11 =1, . I I 11= UNDISTURBED SOIL ;IIi� II; 45 DEGREE ELL 90 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420 -C -2000 TEE SECTION VIEW - N.T.S. ©fit 207 S. a� ,1 . CONCRETE THRUST BLOCK, TYPICAL �— MAINLINE PIPE UNDISTURBED SOIL ylilEy;[N :L1 HMI � \1U1:iy_1:7 �:�` PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS" AND STATION # ONTO LID. 3" amma -FINISHED GRADE IN SHRUB AREAS MAINLINE Ih►U MAINLINE TO RCV FROM BACKFLOW FEMALE ADAP. SCH. 80 PVC P42? . a A &C44n1 BRICK SUPPORTS SCH. 80 UNION 314" CRUSHED GRAVEL BASKET FILTER TWO CUBIC FEET LANDSCAPE FABRIC SECTION VIEW - N.T.S. ©.F,*w sanry dA mk. OC REMOTE CONTROL VALVE DO THRUST BLOCK OE FILTER ASSEMBLY I OO REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcleharris.com SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cadres. Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 If: 858.792.5916 PUBLIC WORKS 33 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: C BY: 04/20 {2012 DATE: DATE: DATE: SECTION VIEW - N.T.S. ®fit M s.-..r t AnsM®, 1 . WIRE CONNECTION OFFICE OF THE STATE FIRE RSHAL APPROVEDFlREA ONLY Reviewedby, ._:- .�_..__..�.,.._- ..m....�... APR 2 7 2012 Approval of this plan does not authorize or approv€ any omission or deviation from nlf Ippnuletagalattnna Final approval issabject to fpiR,nspeetiotr. One set of approved plans t,'il h;. wailabie on tilt, 'colect sift, at all , >I" sweeney associates IRRIGATION DESIGN AND CONSULTING 38730 Sky Canyon Drive, SA. C Murrie[a, Ca 92563 x: to fo a7s v�een eYass m.m m'. t: (951) 451 -6830 w. w.a w.swe enaY - mccomlf: (951) 451 -6850 CITY OF ENCINITAS - PARKS & RECREATION FIRE MOONLIGHT STATE BEACH IMPROVEMENTS IRRIGATION DETAILS 0 DRAWING NO. L2 -6 SHEET /J OF 04/09/2012 100% CD PALM . SEE EXISTING BUTIA; CAPITATA TOi REMAIN: {ISTING PLACE, ATIONS S2 S CONCRETE PAVING, SEE HARDSCAPE PLAN ZL'- SEE CIVIL'S PLAN FOR INFILTRATION GARDEN DETAILS DECORATIVE SEAT WALL, SEE 1-1 -3, . TYP. OF (5) I EXISTING BUTIA CAPITATA TO REMAIN ,r. N\ ) , , S DECORATIVE SEAT WALL, SEE L1 -3, TYP SHOWER MAST PER ARCHITECT, TYP. OF (3) APPLY MULCH IN ALL 'LANTING AREAS, SEE :RI�( 4 CH[E)ULE, TYP. \ 0/> P2 KEYSTONE WALL, \ # _# - - -_ SEA L1 -3 \ #- 15 GALLON 36" BOX P7 4,1 \ NATIVE PLANT RESTORATION SIGNAGE LOCATION TYP. q' ADJUST PLANT PLACEMENT WHERE EXISTING NATIVE PLANTS ARE PRESENT, SEE LANDSCAPE NOTES L3 -3, TYP. b• I• •_ /� -iy �: _ . _ , rh• i , eel REVISIONS APPROVED DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcleharris.com rry ,� {� kq Ran SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: Ar \. PRESERVE, "NATIVE a PLANTS,XN PLACE TYP. SEE SPECIFICATIONS. IF EXISTING ,MALOSMA LAURINA' IS DAMAGES DURING CONSTRA CTION, CONTRACTOR TO ,REPLACE WITH (8) r' MALOSMA LAURINA, 1 5 GALLON. ADJUST PLANT PLACEMENT WHERE ;EXISTING NATIVE PLANTS ARE PRESENT, SET= LANDSCAPE NOTES 1_3-=3• TYP. 1_11-3 APPLY MULCH IN ALL 011 >1 - - -- i - - - - - PLANTING AREAS, SEE MATERIAL/ SCHEDULE, LANDSCAPE FENCE, - -- - - -- yJ%L_- SEE L1 -3 X - X X X X X Ell � X ❑ n iS BOO O • oro° ONO • C Stephen Dalton Architects, 444 South Cadres . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5918 PUBLIC WORKS BY: _ DATE: NOTES: 1. SEE COMPLETE PLANTING LEGEND AND MATERIAL LEGEND ON L3 -3. 2. SEE GENERAL AND LANDSCAPE NOTES ON L3 -3. CITY OF ENCINITAS LANDSCAPE DESIGN STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. 3/19/2012 MARCIE HARRIS DATE N MARCIE HARRIS LANDSCAPE ARCHITECTURE LICENSED LANDSCAPE ARCHITECT, RLA #5077 10' 5' 0' 10' APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: _ DATE: BY: BY: Q,- m'" BY: _ DATE: DATE: 04/20/2012 DATE: CafT 0 ,EGEND BOTANICAL NAME PALM TREES EXISTING PALM TREE TO REMAIN BUTIA CAPITATA PHOENIX CANARIENSIS WASHINGTON ROBUSTA BRAHEA ARMATA BRAHEA EDULIS BUTIA CAPITATA SMALL TREE /LARGE SHRUBS HETEROMELES ARBUTIFOLIA MALOSMA LAURINA ;i\ RHUS INTEGRIFOLIA COMMON NAME BLUE HESPER PALM GUADALUPE PALM PINDO PALM TOYON LAUREL SUMAC LEMONADE BERRY SHRUBS NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, OARCTOSTAPHYLOS 0.. CARMEL SUR MANZANITA X BACCHARIS P. 'PIGEON POINT' COYOTE BRUSH OCEANOTHUS G. 'YANKEE POINT' YANKEE POINT CEANOTHUS i ERIOGONUM FASCICALATUM CALIFORNIA BUCKWHEAT - _ � � 1 _ �"''�� L O SALVIA 'ALLEN CHICKERING' ALLEN CHICK ALLEN CHICKERING SAGE APPROVEDFIREA NLY X Reviewed by E) AEONIUM URBICUM SALAD BOWL AEONIUM SHADE STRUCTURE PER SHAW'S AGAVE ® DUDLEYA BRITTONII BRITTON'S CHALK DUDLEYA ARCHITECT DUDLEYA EDULIS SAN DIEGO DUDLEYA X ACUTUS LEOPOLDII SOUTHWESTERN SPINY RUSH O JUNCUS PATENS CALIFORNIA GRAY RUSH SEE CIVIL'S PLAN FOR + + X IMPROVEMENTS _ - _ -- __- -_ -- - INFILTRATION GARDEN va ; SALT GRASS DETAILS f or -- -- - -- -- - - -- - - - -= GRASS APPLY MULCH IN ALL 11 PLANTING AREAS, SEE MATERIAL SCHEDULE, TYP. _- X X RAMP, SEE X X = _--- -_ - -_" _ - - _ ! - -- -_ 36" BOX P7 4,1 \ NATIVE PLANT RESTORATION SIGNAGE LOCATION TYP. q' ADJUST PLANT PLACEMENT WHERE EXISTING NATIVE PLANTS ARE PRESENT, SEE LANDSCAPE NOTES L3 -3, TYP. b• I• •_ /� -iy �: _ . _ , rh• i , eel REVISIONS APPROVED DATE SUB - CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcleharris.com rry ,� {� kq Ran SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: Ar \. PRESERVE, "NATIVE a PLANTS,XN PLACE TYP. SEE SPECIFICATIONS. IF EXISTING ,MALOSMA LAURINA' IS DAMAGES DURING CONSTRA CTION, CONTRACTOR TO ,REPLACE WITH (8) r' MALOSMA LAURINA, 1 5 GALLON. ADJUST PLANT PLACEMENT WHERE ;EXISTING NATIVE PLANTS ARE PRESENT, SET= LANDSCAPE NOTES 1_3-=3• TYP. 1_11-3 APPLY MULCH IN ALL 011 >1 - - -- i - - - - - PLANTING AREAS, SEE MATERIAL/ SCHEDULE, LANDSCAPE FENCE, - -- - - -- yJ%L_- SEE L1 -3 X - X X X X X Ell � X ❑ n iS BOO O • oro° ONO • C Stephen Dalton Architects, 444 South Cadres . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5918 PUBLIC WORKS BY: _ DATE: NOTES: 1. SEE COMPLETE PLANTING LEGEND AND MATERIAL LEGEND ON L3 -3. 2. SEE GENERAL AND LANDSCAPE NOTES ON L3 -3. CITY OF ENCINITAS LANDSCAPE DESIGN STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FOREGOING IS TRUE AND CORRECT. 3/19/2012 MARCIE HARRIS DATE N MARCIE HARRIS LANDSCAPE ARCHITECTURE LICENSED LANDSCAPE ARCHITECT, RLA #5077 10' 5' 0' 10' APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: _ DATE: BY: BY: Q,- m'" BY: _ DATE: DATE: 04/20/2012 DATE: CafT 0 ,EGEND BOTANICAL NAME PALM TREES EXISTING PALM TREE TO REMAIN BUTIA CAPITATA PHOENIX CANARIENSIS WASHINGTON ROBUSTA BRAHEA ARMATA BRAHEA EDULIS BUTIA CAPITATA SMALL TREE /LARGE SHRUBS HETEROMELES ARBUTIFOLIA MALOSMA LAURINA ;i\ RHUS INTEGRIFOLIA COMMON NAME BLUE HESPER PALM GUADALUPE PALM PINDO PALM TOYON LAUREL SUMAC LEMONADE BERRY ROOT BARRIER SHRUBS NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, OARCTOSTAPHYLOS E.'CARMEL SUR' CARMEL SUR MANZANITA X BACCHARIS P. 'PIGEON POINT' COYOTE BRUSH OCEANOTHUS G. 'YANKEE POINT' YANKEE POINT CEANOTHUS O❑ ERIOGONUM FASCICALATUM CALIFORNIA BUCKWHEAT RHAMNUS 'MOUND SAN BRUNO' MOUND SAN BRUNO * MAINTAIN SIGNAGE DURING PLANT ESTABLISHMENT COFFEEBERRY O SALVIA 'ALLEN CHICKERING' ALLEN CHICK ALLEN CHICKERING SAGE APPROVEDFIREA NLY SUCCULENTS AND GRASSES Reviewed by E) AEONIUM URBICUM SALAD BOWL AEONIUM AGAVE SHAWII SHAW'S AGAVE ® DUDLEYA BRITTONII BRITTON'S CHALK DUDLEYA ® DUDLEYA EDULIS SAN DIEGO DUDLEYA OJUNCUS ACUTUS LEOPOLDII SOUTHWESTERN SPINY RUSH O JUNCUS PATENS CALIFORNIA GRAY RUSH OSENECIO BARBETONENSIS NO COMMON NAME IMPROVEMENTS GROUNDCOVER PLANTING PLAN DISTICHLIS SPICATA SALT GRASS LAWN PALKWAY LAWN TALL FESCUE MARATHON GRASS ROOT BARRIER NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, SHOWN WALLS ARE WITHIN 8' OF TREES EXCEPT PALMS PERCOLATION TEST P_ PERCOLATION TEST LOCATION, SEE SPECIFICATIONS. SOIL TEST S_ COLLECT SOIL SAMPLE WHERE INDICATED PER SPECIFICATIONS, LONG LEAD ITEM. NATIVE PLANT RESTORATION SIGNAGE * MAINTAIN SIGNAGE DURING PLANT ESTABLISHMENT PERIOD. SEE GRAPHICS DETAIL SHEET EGD.00G OFFICE OF THE STATE FIRE MAR' L APPROVEDFIREA NLY Reviewed by qQ 4,e �AyDS �p �N�RRIS y' APR 2 7 2012 Approval of this plan does not authorize or . RaneNd Date 1ppraveanyamissionor deviation from ipplicableregulations Final r approval is subject 0fiieldinspection One set of approved plans "all be available on the afajeet site at all t,_ CF CAUF� ITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS L3 -1 PLANTING PLAN SHEET :�p OF 04/09/2012 100% CD 6.n v REVISIONS E G E N D BOTANICAL NAME COMMONNAME SYMBOL BOTANICAL NAME COMMONNAME SYMBOL BOTANICAL NAME PALM TREES EXISTING PALM TREE TO REMAIN SMALL TREE I LARGE SHRUBS SUCCULENTS AND GRASSES HETEROMELES ARBUTIFOLIA TOYON p AEONIUM URBICUM BUTIA CAPITATA PHOENIX CANARIENSIS AGAVE SHAWII WASHINGTON ROBUSTA ±S ® DUDLEYA BRITTONII ® DUDLEYA EDULIS BRAHEA ARMATA BLUE HESPER PALM MALOSMA LAURINA LAUREL SUMAC O— -- JUNCUS ACUTUS LEOPOLDII O JUNCUS PATENS �I RHUS INTEGRIFOLIA LEMONADE BERRY 0— SENECIO BARBETONENSIS BRAHEA EDULIS BUTIA CAPITATA APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com GUADALUPE PALM PINDO PALM SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: O O O >I O ARCHITECT SHRUBS ARCTOSTAPHYLOS E. 'CARMEL SUR' BACCHARIS P. 'PIGEON POINT' CEANOTHUS G. 'YANKEE POINT' ERIOGONUM FASCICALATUM RHAMNUS 'MOUND SAN BRUNO' SALVIA 'ALLEN CHICKERING' CARMEL SUR MANZANITA COYOTE BRUSH YANKEE POINT CEANOTHUS CALIFORNIA BUCKWHEAT MOUND SAN BRUNO COFFEEBERRY ALLEN CHICKERING SAGE PUBLIC WORKS I ENGINEERING Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 856792.5916 DATE: DATE: GROU HILTS S R _ DISTICHLIS PICATA LAWN PALKWAY LAWN COMMONNAME SALAD BOWL AEONIUM SHAW'S AGAVE BRITTON'S CHALK DUDLEY/ SAN DIEGO DUDLEYA SOUTHWESTERN SPINY RUE CALIFORNIA GRAY RUSH NO COMMON NAME SALT GRASS TALL FESCUE MARATHON GRASS ROOT BARRIER NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, SHOWN WALLS ARE WITHIN 8' OF TREES EXCEPT PALMS APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: " ` BY: 04/20/2012 DATE: DATE: DATE: CONCRETE CURB TO REMAIN TRASH ENCLOSURE PER ARCHITECT I II EXISTING DECOMPOSED GRANITE PATH TO REMAIN PERCOLATION TEST P_ PERCOLATION TEST LOCATION, SEE SPECIFICATIONS. SOIL TEST S_ COLLECT SOIL SAMPLE WHERE INDICATED PER SPECIFICATIONS, LONG LEAD ITEM. NATIVE PLANT RESTORATION SIGNAGE * MAINTAIN SIGNAGE DURING PLANT ESTABLISHMENT PERIOD. SEE GRAPHICS DETAIL SHEET EGD.00G NOTES: 1. SEE COMPLETE PLANT LEGEND AND MATERIAL LEGEND ON 1-3 -3. 2. SEE 3-3. GENER L3 -3. ON A&Fy%"D"@$ghfLEF*9T&hSHAL APPROVED FIR NLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any Omission or deviation from applipably fugula €ions Final approval is subject to "c inspee €iali One set of approved plans ,: hall6pvatlableen the oroieet site at :lll CITY OF ENCINITAS - PARKS & RECREATION FIRE MOONLIGHT STATE BEACH IMPROVEMENTS PLANTING PLAN DRAWING NO. L3 -2 SHEET S( OF 04/09/2012 100% CD GENERAL REQUIREMENTS: LANDSCAPE NOTES: 1. ALL TREES SHOWING GALLERIES, SUN SCALD OR FROST WILL 1. PROJECT MIGHT BE PHASED. THE PHASES ARE VL NOT BE ACCEPTED. THE CALIPER OF THE TREE SHALL BE IN DEFINED AS BASE BID AND BID ALTERNATE (BID ALT.) 1 GALLON PROPORTION TO THE ROOTBALL. NO TREE TRUNK WITH SEE 1_1 -1 FOR EXTENT OF WORK. - GIRDLING ROOTS WRAPPING AROUND THE TRUNK WILL BE < 4 ACCEPTED. FRESHLY PRUNED TREES SHALL NOT BE ACCEPTED. SEE PLAN FOR LOCATION BUTIA CAPITATA 2. LANDSCAPE TO BE INSTALLED AND MAINTAINED IN 2. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH ACCORDANCE WITH THE CRITERIA AND STANDARDS 90 A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, FOR CITY OF ENCINITAS MUNICIPAL CODE AND OTHER 1 GALLON SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED APPLICABLE STANDARDS AS OF THE APPROVED DATE 187 UNTIL, IN THE OPINION OF THE OWNERS REPRESENTATIVE, THE OF THESE PLANS. 5 GALLON MOISTURE CONTENT IS INCREASED OR REDUCED TO 35 105 ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY 3. PLANTS TO REMAIN ARE SHOWN ON PLAN. SOME 1 GALLON TO BE OBTAINED. NATIVE PLANTS TO REMAIN MAY NOT BEEN SHOWN ON 169 L PLAN DUE TO DORMANCY. EXISTING NATIVE PLANTS 3. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE SHALL BE LOCATED, FLAGGED AND PROTECTED IN 10' B.T.H. PERIODS WHEN DAY WEATHER AND SOIL CONDITIONS ARE PLACE. THE SURVEY OF THE NATIVE VEGETATION 3 SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED REQUIRES A LONG LEAD TIME, SEE SPECIFICATIONS. HORTICULTURAL PRACTICE AS APPROVED BY THE OWNERS DISTICHLIS SPICATA SALT GRASS 10' B.T.H. REPRESENTATIVE. CONTRACTOR SHALL ONLY INSTALL AS 6. ANY LANDSCAPING, INCLUDING PLANTS TO REMAIN, 2 MANY PLANTS AS CAN BE PLANTED AND WATERED ON THAT DAMAGED DURING CONSTRUCTION WILL BE REQUIRED SAME DAY. TO BE REPLACED IN LIKE KIND. < 4. ALL SCALED DIMENSIONS ARE APPROXIMATE, BEFORE 7. SEE DEMOLITION SITE PLAN, A1.1 FOR CLEARING AND SOD PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL GRUBBING OF EXISTING VEGETATION TO BE REMOVED. 835SF CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL PINDO PALM 10' B.T.H. IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY 0 3 DISCREPANCY BETWEEN THE DRAWINGS AND / OR 8. A CERTIFICATE OF COMPLETION FOR ALL LANDSCAPE ROOT BARRIER SPECIFICATIONS AND ACTUAL CONDITIONS. IMPROVEMENTS SHALL BE COMPLETED WITHIN 10 DAYS OF THE INSTALLATION OF ALL LANDSCAPING AND 5. PLANT MATERIAL QUANTITIES SHOWN ARE FOR CONVENIENCE, IRRIGATION. VERIFY COUNT AND PROVIDE NUMBER TO FULFILL INTENT OF TOYON 36" BOX DRAWINGS PRIOR TO ORDERING FROM NURSERIES. 9. PROPOSED PLANTING SHALL NOT CONTAIN INVASIVE 1 L SPECIES. 6. NO IRRIGATION RUN -OFF SHALL DRAIN OFF SITE INTO THE 24" BOX PUBLIC RIGHT -OF -WAY, STREETS, DRIVES OR ALLEYS. 10. CONTRACTOR TO ADJUST PLANT PLACEMENT WHERE 2 NATIVE PLANT IS LOCATED AND SITED DURING 7. SOIL ANALYSIS TESTS ARE REQUIRED AT THE CONCLUSION OF PLANTING. 15 GALLON ROUGH GRADING, REFER TO SPECIFICATIONS FOR ADDITIONAL 0 3 INFORMATION. ALL SOILS WILL BE FERTILIZED, AMENDED AND 11. PROPOSED LANDSCAPE SHALL NOT OBSTRUCT COLLECT SOIL SAMPLE WHERE INDICATED PER TILLED TO CONFORM TO RECOMMENDATIONS MADE BY A SOILS MOTORISTS VIEWS OF PEDESTRIAN CROSSINGS. 1 TESTING LABORATORY AND THE SPECIFICATIONS IN ORDER TO SPECIFICATIONS, LONG LEAD ITEM. PROMOTE HEALTHY AND VIGOROUS PLANT GROWTH. 12. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING PALMS TO REMAIN PER SPECIFICATIONS DURING 8. SEE SPECIFICATIONS FOR APPLICATION OF FERTILIZER AND CONSTRUCTIONS. RATE SPECIFIED. PLANT SIZE /LOCATION. 9. SOILS PERCOLATION TESTS SHALL BE PERFORMED BY FILLING 13. A MINIMUM OF 3" OF ORGANIC MULCH TO BE 4 EACH TREE PLANTING PITS AND PALM TREE PITS WITH WATER, INSTALLED IN ALL PLANTING AREAS, SEE MATERIAL PERIOD. SEE GRAPHICS DETAIL SHEET EGD.00G WAITING 12 HOURS AND THEN COMPLETELY REFILLING. IF ALL SCHEDULE. THE WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE * SUPPLIER INFO: SECOND FILLING IT HAS FAILED THE TEST. UPON FAILURE, 14. SEE CIVIL ENGINEER'S PLAN FOR ALL GRADING AND REFER TO THE SPECIFICATIONS FOR REMEDIAL MEASURES. EROSION CONTROL. 10. PRIOR TO PLANTING, ERADICATE WEEDS WITHIN THE LIMITS OF 15. PROVIDE SAMPLES / SUBMITTALS PRIOR TO WORK PER SPECIFICATIONS. INSTALLATION PER SPECIFICATIONS. 11. PRUNING SHALL NOT BE DONE EXCEPT BY APPROVAL OF 16. SEE L3 -4 FOR PLANTING DETAILS. OWNER'S REPRESENTATIVE. RC - RECON NATIVE PLANTS, INC., 619.423.2284 17. CONTRACTOR SHALL PROVIDE NURSERY AND PHOTOS 12. PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE FOR APPROVAL OF ALL SPECIMEN PALMS TO ENSURE WB - WATERWISE BOTANICALS, 760.728.2641 INTERFERENCE WITH UNDERGROUND PIPING, PRIOR TO UNIFORM COLOR AND APPEARANCE. EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR WT - WEST COAST TURF, 888.893.8873 UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, NOTIFY THE OWNER'S REPRESENTATIVE. LANDSCAPE CALCULATIONS: ** WATER USE IS UNKNOWN SINCE WUCOLS LIST DOES NOT LIST EXPENSES FOR REPAIR OF DAMAGE TO EXISTING UTILITIES TYPES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TOTAL SITE AREA - WITHIN LIMIT OF WORK: 88,410 SF 13. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES SITE AREA DEVOTED TO LANDSCAPING INDICATED ON DRAWINGS. HOLES SHALL BE, LARGE ENOUGH - PLANTING AREAS FOR BOTH BASE BID TO PERMIT HANDLING AND PLANTING WITH OUT INJURY OR AND BID ALTERNATE, NOT INCLUDING BREAKAGE OF ROOTBALLS OR ROOTS. BEACH SAND AREA: 16,061 SF 14. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. PLANTS TO BE REMOVED DURING CONSTRUCTION BOTANICAL NAME COMMONNAME REMARKS 15. PLANT MATERIAL SHALL BE KEPT IN A HEALTHY, OPTIMUM GROWING CONDITION AND IN A VISUALLY PLEASING WEST OF CONCESSION BUILDING APPEARANCE BY WATERING, PRUNING, MOWING, FERTILIZING STRELITZIA REGINAE BIRD OF PARADISE AND RE- STAKING, PEST AND DISEASE CONTROLLING, WEEDING, CLEAN -UP AND ANY MAINTENANCE OPERATION NECESSARY TO INSURE A HEALTHY, VIGOROUS STAND OF PLANTS AT THE TIME SLOPE OF FINAL INSPECTION, SEE SPECIFICATIONS. CARPOBROTUS SP. ICE PLANT 16. CONTRACTOR IS RESPONSIBLE FOR THE LANDSCAPE MAINTENANCE FOR ALL PLANTED AND OR /IRRIGATED AREAS MALOSMA LAURINA LAUREL SUMAC NATIVE -ONLY AS SHOWN ON THE PLANS FOR THE MAINTENANCE PERIOD, REFER REQUIRED TO SPECIFICATIONS FOR LENGTH. UNKNOWN ANNUAL GRASS 17. MINOR MODIFICATIONS TO GRADE MAY BE REQUIRED TO AROUND TRASH ENCLOSURE ESTABLISH THE FINAL GRADES. CORDYLINE AUSTRALIS NO COMMON NAME 18. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO IRRIGATION, AND OTHER CYCADS REVOLUTA SAGO PALM UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS LANTANA SP. LANTANA 19. CONTRACTOR SHALL COORDINATE ALL DRAINAGE WORK WITH PHORMIUM SP. NEW ZEALAND FLAX ALL OTHER TRADES. ESTABLISHED SITE DRAINAGE SHALL BE MAINTAINED BY CONTRACTOR DURING ALL PHASES OF SALVIA LEUCANTHA MEXICAN SAGE LANDSCAPE CONSTRUCTION, SEE GRADING PLAN. 20. THE CONTRACTOR SHALL VERIFY THAT NO FOREIGN OR DASYLIRION SP. DESERT SPOON DELETERIOUS MATERIALS OR LIQUIDS SUCH AS PAINT, PAINT WASHOUT, CONCRETE SLURRY, CONCRETE, CEMENT, PLASTER, PARKWAY ATCSTREET OILS, GASOLINE, DIESEL FUELS, PAINT THINNER, TURPENTINE, TAR, ROOFING COMPOUND OR ACID HAVE BEEN DEPOSITED IN TURF THE PLANTING AREAS. ALL CONTAMINATED SOILS MUST BE REMOVED AND REPLACED WITH TOPSOIL TO ENSURE HEALTHY NOTE: PLANT DEVELOPMENT. THIS LIST WAS CREATED BASED ON SEVERAL SITE VISITS. 21. NO HERBICIDES OR PESTICIDES SHALL BE ALLOWED WITHOUT SOME DORMANT PLANTS MAY NOT HAVE BEEN DETECTED WITHIN THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S THE AREA TO BE DISTURBED DURING CONSTRUCTION. THE REPRESENTATIVE. INTENT IS TO PROTECT IN PLACE AS MANY NATIVE PLANTS AS POSSILBLE. THE EXISTING NATIVE PLANTS WILL BE LOCATED, FLAGGED AND PROTECTED IN PLACE DURING CONSTRUCTION PER THE SPECIFICATIONS. REVISIONS APPROVED DATE SUB- CONSULTANT MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite C San Diego, CA 92103 619.688.0637 www.marcieharris.com SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: E G E N D BOTANICAL NAME BASE BID COMMON NAME SIZE BID ALT TOTAI PALM TREES 36 VL 17 54 VL AEONIUM URBICUM SALAD BOWL AEONIUM 1 GALLON EXISTING PALM TREE TO REMAIN 0 - AGAVE SHAWII SHAW'S AGAVE 4 41 SEE PLAN FOR LOCATION BUTIA CAPITATA DUDLEYA BRITTONII BRITTON'S CHALK DUDLEYA 1 GALLON 2 90 90 L DUDLEYA EDULIS SAN DIEGO DUDLEYA 1 GALLON PHOENIX CANARIENSIS 109 187 1 JUNCUS ACUTUS LEOPOLDII SOUTHWESTERN SPINY RUSH 5 GALLON L 35 105 WASHINGTON ROBUSTA JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GALLON 0 1 169 L SENECIO BARBETONENSIS NO COMMON NAME 5 GALLON BRAHEA ARMATA BLUE HESPER PALM 10' B.T.H. 0 3 3 L CH DISTICHLIS SPICATA SALT GRASS 10' B.T.H. 0 2 2 L CH BRAHEA EDULIS GUADALUPE PALM LAWN TALL FESCUE MARATHON SOD OSF 835SF 835SF BUTIA CAPITATA PINDO PALM 10' B.T.H. 3 0 3 L CH ROOT BARRIER SMALL TREE( LARGE SHRUBS NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, HETEROMELES ARBUTIFOLIA TOYON 36" BOX 1 0 1 L NN, MULTI- TRUNK, MIN. PLANT 24" BOX 2 0 2 SIZE UPON INSTALLATION: 4 15 GALLON 3 0 3 6'HX6'W (36 "B), 4'HX4'W (24 "B) COLLECT SOIL SAMPLE WHERE INDICATED PER 3 1 4 SPECIFICATIONS, LONG LEAD ITEM. AND 2'HX2'W (15G). SEE PLAN NATIVE PLANT RESTORATION SIGNAGE FOR PLANT SIZE /LOCATION. MALOSMA LAURINA LAUREL SUMAC 15 GALLON 27 G RHUS INTEGRIFOLIA LEMONADE BERRY 15 GALLON 37 SHRUBS OARCTOSTAPHYLOS E. 'CARMEL SUR' CARMEL SUR MANZANITA 1 GALLON 0 X -- BACCHARIS P. 'PIGEON POINT' COYOTE BRUSH 1 GALLON 58 OCEANOTHUS G. 'YANKEE POINT' YANKEE POINT CEANOTHUS 1 GALLON 40 O ERIOGONUM FASCICALATUM CALIFORNIA BUCKWHEAT 1 GALLON 58 x RHAMNUS 'MOUND SAN BRUNO' MOUND SAN BRUNO 15 GALLON 13 O BERRY SALVIA 'ALLEN CHICKERING' ALLEN ALLEN CHICKERING SAGE 5 GALLON 29 9 36 VL 17 54 VL 26 26 81 139 17 57 73 131 0 13 13 42 ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Bar. Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: _ DATE: DATE: 04/20/2012 DATE: L L VL VL VL VL L WB L VL VL ** RC ** ** RC, LONG LEAD ITEM: CONTRACT GROWN, PLANT 12" O.C. FIRE WT MATERIAL SCHEDULE PRODUCT DESCRIPTION REMARKS MANUFACTURER /SUPPLIER WOOD MULCH: FOREST MULCH APPLY 3" IN DEPTH IN ALL AGRI SERVICE PLANTING AREAS EXCEPT FOR 1.800.262.4167 LAWN AREA JUTE MESH: ANTI - WASH /GEOJUTE INSTALL WITH WOOD MULCH ON BELTON INDUSTIRES ALL SLOPES 3:1 AND GREATER WWW.BELTONINDUSTlRES.COM PER SPECIFICATIONS. GROUND SQUIRREL CONTROL: GOPHER WIRE BASKET 2" POT, 1, 5 AND 15 GALLON DIGGERS PRODUCT DEVELOPMENT PLANTS: INSTALL PLANTS IN WWW.GOPHERBASKET.COM PREFABRICATED BASKET SEE SPECIFICATIONS GOPHER WIRE MESH 24" AND 36" BOX PLANTS: DIGGERS PRODUCT DEVELOPMENT INSTALL PLANTS IN CUSTOM WIRE WWW.GOPHERBASKET.COM BASKET MADE WITH WIRE MESH SEE SPECIFICATIONS TREE BARK PROTECTOR INSTALL ON 15 GALLON, 24" AND AM LEONARD, INC 36" BOX MATERIAL WWW.AMLEO.COM SEE SPECIFICATIONS MOLE REPELLENT: WHOLE CONTROL AND APPLY PER MANUFACTURER'S BOTH PRODUCTS AVAILABLE THROUGH ROPEL LIQUID INSTRUCTIONS, SEE 329300 NIXALITE, WWW.NIXALITE.COM SPECIFICATION •• 1:_C: C BIOBARRIER SEE PLANT LEGEND TYPER (NO KNOWN EQUAL) WWW.BIOBARRIER.COM SEE SPECIFICATIONS COBBLE AT SWALE: BUFF PINEAPPLES 8" MIN., SEE 1-1 -3 DECORATIVE STONE SOLUTIONS WWW.DECORATI VESTONESOLU TION S. COM OFFICE OF THE STATE FIRE MARSHAL. APPROVED FIRE,�,VD PAfV,!�,-ONLV Reviewed b y' -(t APR 2 7 2012 �aNDSCApF HARRIS y ,approval of this plan does not authorize or 5 .� , tpprn d- €eny®missionordeviationfroln arpticablc regt lationb Final approval is subject f,� field Inspection. One set of approved plans !iali h,i available on the 7roiect site at all t;m z, 7/30/12 TY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS L3 -3 PLANTING LEGEND AND NOTES SHEET 3Z OF 04/09/2012 100% CD SUCCULENTS AND GRASSES AEONIUM URBICUM SALAD BOWL AEONIUM 1 GALLON 60 0 60 AGAVE SHAWII SHAW'S AGAVE 5 GALLON 41 65 106 ® DUDLEYA BRITTONII BRITTON'S CHALK DUDLEYA 1 GALLON 0 90 90 ® DUDLEYA EDULIS SAN DIEGO DUDLEYA 1 GALLON 78 109 187 O- JUNCUS ACUTUS LEOPOLDII SOUTHWESTERN SPINY RUSH 5 GALLON 70 35 105 O JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GALLON 91 78 169 0- SENECIO BARBETONENSIS NO COMMON NAME 5 GALLON 15 0 15 GROUNDCOVER DISTICHLIS SPICATA SALT GRASS 2" POT 4,350 1,190 5,540 LAWN PALKWAY LAWN TALL FESCUE MARATHON SOD OSF 835SF 835SF GRASS ROOT BARRIER NOT INSTALL ROOTBARRIER WHERE HARDSCAPE PAVING, SHOWN WALLS ARE WITHIN 8' OF TREES EXCEPT PALMS PERCOLATION TEST P_ PERCOLATION TEST LOCATION, SEE SPECIFICATIONS. 3 1 4 SOIL TEST S_ COLLECT SOIL SAMPLE WHERE INDICATED PER 3 1 4 SPECIFICATIONS, LONG LEAD ITEM. NATIVE PLANT RESTORATION SIGNAGE * MAINTAIN SIGNAGE DURING PLANT ESTABLISHMENT 2 4 6 PERIOD. SEE GRAPHICS DETAIL SHEET EGD.00G * SUPPLIER INFO: CH - CURRIER HORTICULTURAL ENTERPRISES, 858.673.1028 NN - NORMANS NURSERY, 626.237.0648 RC - RECON NATIVE PLANTS, INC., 619.423.2284 WB - WATERWISE BOTANICALS, 760.728.2641 WT - WEST COAST TURF, 888.893.8873 ** WATER USE IS UNKNOWN SINCE WUCOLS LIST DOES NOT LIST THE PLANT TYPES ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Bar. Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: _ DATE: DATE: 04/20/2012 DATE: L L VL VL VL VL L WB L VL VL ** RC ** ** RC, LONG LEAD ITEM: CONTRACT GROWN, PLANT 12" O.C. FIRE WT MATERIAL SCHEDULE PRODUCT DESCRIPTION REMARKS MANUFACTURER /SUPPLIER WOOD MULCH: FOREST MULCH APPLY 3" IN DEPTH IN ALL AGRI SERVICE PLANTING AREAS EXCEPT FOR 1.800.262.4167 LAWN AREA JUTE MESH: ANTI - WASH /GEOJUTE INSTALL WITH WOOD MULCH ON BELTON INDUSTIRES ALL SLOPES 3:1 AND GREATER WWW.BELTONINDUSTlRES.COM PER SPECIFICATIONS. GROUND SQUIRREL CONTROL: GOPHER WIRE BASKET 2" POT, 1, 5 AND 15 GALLON DIGGERS PRODUCT DEVELOPMENT PLANTS: INSTALL PLANTS IN WWW.GOPHERBASKET.COM PREFABRICATED BASKET SEE SPECIFICATIONS GOPHER WIRE MESH 24" AND 36" BOX PLANTS: DIGGERS PRODUCT DEVELOPMENT INSTALL PLANTS IN CUSTOM WIRE WWW.GOPHERBASKET.COM BASKET MADE WITH WIRE MESH SEE SPECIFICATIONS TREE BARK PROTECTOR INSTALL ON 15 GALLON, 24" AND AM LEONARD, INC 36" BOX MATERIAL WWW.AMLEO.COM SEE SPECIFICATIONS MOLE REPELLENT: WHOLE CONTROL AND APPLY PER MANUFACTURER'S BOTH PRODUCTS AVAILABLE THROUGH ROPEL LIQUID INSTRUCTIONS, SEE 329300 NIXALITE, WWW.NIXALITE.COM SPECIFICATION •• 1:_C: C BIOBARRIER SEE PLANT LEGEND TYPER (NO KNOWN EQUAL) WWW.BIOBARRIER.COM SEE SPECIFICATIONS COBBLE AT SWALE: BUFF PINEAPPLES 8" MIN., SEE 1-1 -3 DECORATIVE STONE SOLUTIONS WWW.DECORATI VESTONESOLU TION S. COM OFFICE OF THE STATE FIRE MARSHAL. APPROVED FIRE,�,VD PAfV,!�,-ONLV Reviewed b y' -(t APR 2 7 2012 �aNDSCApF HARRIS y ,approval of this plan does not authorize or 5 .� , tpprn d- €eny®missionordeviationfroln arpticablc regt lationb Final approval is subject f,� field Inspection. One set of approved plans !iali h,i available on the 7roiect site at all t;m z, 7/30/12 TY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS L3 -3 PLANTING LEGEND AND NOTES SHEET 3Z OF 04/09/2012 100% CD 04/09/2012 100% C D 0 + o 3 2 ° ° oo 0 ° °° 1 o o ° ° : o ti a+ r' 0 o { o .a 3 ::{ 10 N 0 �, ° 1 °° ° 0 4 5 2 ` O PALM TREE PER PLAN 1 � v. a° ° 2 O ROOTBALL :• 9 6 03 BACKFILL MIX PER SPECIFICATIONS 8 — O 4" PERFORATED PIPE WITH 90' 2 _ 4 5 31k�l�l�ll�lh�l �I�I�I�I ELL FITTING AT BOTTOM AND 7 Z 0 SOLID COVER PER SPECS. WRAP 3 I- I - - 5 J w PIPE IN FILTER FABRIC SOCK _ _ _ o_ o_ ('HANCOR' -NO KNOW EQUAL) LEAVE PIPE HOLLOW. <r ` 2 I 6 2 x ROOTBALL r 0 111 o wc9 O FINISH GRADE "" ''''' : : :. II II I l :: }: 9 6 ::::• """ 2 ROOTBALL A. 0 1 O PLANT TABLETS PER SPECS. IJIIII� —l. l I�II�I�II x DIA. LEGEND go O 1 CU.FT. CRUSHED AGGREGATE -� N II = 11= III III= 5 8 I w � EXISTING SLOPES. p 8 COMPACTED SUBGRADE O I 4 - - - 6 7 i i ..__ _.__._. }__. I ' I LEGEND O SHRUB OR VINE PER PLAN. O SLOPE T JUTE NETTING 0 CUT & FILL PORTIONS OF STALL TO CONTROL w w x N Y m v O SET ROOTBALL 2" ABOVE GRADE FINISH 1 =11 - =1 -III -I = =1 2 x ROOTBALL -fi - -� 2 x ROOTBALL LEGEND DIA. Q EARTH WATERING BASIN (RAKE a SHRUB, GROUNDCOVER OR VINE PER PLAN. O Z WI- 10 MULCH PER PLAN LEGEND (I)TREE PER PLAN. Qi EXISTING SLOPE. Q ROOTBALL. SMOOTH PRIOR TO SEEDING IN HYDROSEED AREAS: AT END OF a SET CROWN OF SHRUB 1" ABOVE EXISTING SLOPE G o Q UNDISTURBED NATIVE SOIL. O2 INSTALL JUTE NETTING ®CUT &FILL Oe COMPACTED BACKFILL MIX (PER PLANT ESTABLISHMENT PERIOD FOR GRADE. Of O2 EARTH WATERING BASIN (RAKE SMOOTH Q TRIM TOP OF STAKES BELOW PORTIONS OF SLOPE TO CONTROL EROSION. PLANTING SPECS. /NOTES). ALL REMAINING BASINS). Qs CUT INTO SLOPE &FILL AS REQUIRED TO CREATE ma PRIOR TO SEEDING IN HYDROSEED AREAS; ® LOWEST BRANCHES TO PREVENT END OF PLANT ESTABLISHMENT PERIOD FOR 3 TREE PER PLAN. g O G UNDISTURBED NATIVE SOIL. O FINISH GRADE. LEVEL BASIN. INSTALL EARTH WATERING BASIN. Li 10 9 4 5 DAMAGE. ALL REMAINING BASINS). ® CROSS TIE BETWEEN STAKE & a G SET CROWN OF TREE 1" ABOVE EXISTING 10 TRIM TOP OF STAKES BELOW LOWEST a ROOTBALL SET CROWN +1" ABOVE ( O USE EXISTING SOIL TO CREATE LEVEL PLANTING PIT & WATERING BASIN. 0 FINISH GRADE. TREE PER PLANTING SLOPE GRADE. BRANCHES TO PREVENT DAMAGE. FINISH GRADE). _ 4'' _ _ SPECS. /NOTES. Q ROOTBALL (SET CROWN +1' ABOVE FINISH s CUT INTO SLOPE & FILL AS REQUIRED TO 11 CROSS TIE BETWEEN STAKE & TREE G G Q COMPACTED BACKFILL MIX (PER O ROOTBALL. —III • =III= GRADE). 9 2" DIA. X 10' LONG LODGE POLE CREATE LEVEL BASIN. INSTALL EARTH PER PLANTING SPECS. /NOTES. PLANTING SPECS. /NOTES). Q COMPACTED BACKFILL MIX (PER PLANTING �� _ a a III _ 6 a3� ' -III= STAKES (INSTALL WIDER THAN ® COMPACTED BACKFILL MIX (PER PLANTING ROOTBALL). WATERING BASIN. „ OUSE EXISTING SOIL TO CREATE LEVEL 12 2 DIA. X 10' LONG LODGE POLE (O )UNDISTURBED NATIVE SOIL. SPECS. /NOTES). a P _ "S4 + D0� 'a III <� SPECS. NOTES . / ) STAKES (INSTALL WIDER THAN PLANTING PIT & WATERING BASIN. O UNDISTURBED NATIVE SOIL. I w woc _ 3 ROOTBALL). SHRUB PLANTING CITY OF ENCINITAS Community s 7 Standard Detail Services Department =1 =1 =1 III III =1 =1 1— 8 � TREE PLANTING CITY OF ENCINITAS Community Standard Detail Services Department TREE PLANTING (SLOPE) CITY OF ENCINITAS Community Standard Detail Services Department SHRUB PLANTING (slope) CITY OF ENCINITAS Community 2 Standard Detail Services Department SECTION 1 1/2 X ROOTBALL 1 PALM TREE PLANTING 1/2" =1' -0" 2 TREE PLANTING - LEVEL AND SLOPE NTS 3 SHRUB - LEVEL NTS F4 SHRUB -SLOPE NTS HALF TIMES (1/2) O O GROUNDCOVER PLANT O SUCCULENT SHRUB O TRIANGULAR SPACING (TYP.) 20 ROOTBALL, ROOTS SHALL BE CAREFULLY SEPARATED AND _ _ O SPACING INDICATED PER PLAN SPREAD ON BACKFILL MIX � O SET ROOTCROWN ABOVE ES GRADE / \ \ / \ / FINISH 4 1 2 3 r O BACKFILL MIX PER SPECIFICATIONS O NATIVE SOIL / ) 3 ( 1/2 O G 5 MULCH PER PLAN iv _ ? °r 1 2 3 O ROOTBALL =_- O MULCH PER PLAN, TAPER AT PLANT \ / \ / \ FINISH GRADE \ \ \ / / < 1 O EDGE OF PAVING NOTE: /IV G 9 AMENDED SOIL PER SPECIFICATIONS \ \ \ \ / \ \ \ \ / \ \ \ \ \ / \ \ \ \ \ / \ \ \/\ \ \/l \ /- i� ii ii i \\ i \\ \ \ \i , \ \�\ \ \� \! \ \\ % \ \� \ \\ \ \� \ / \ \ % \ \� \ \ \` \\ \ice ___- � =- II III - 5 II �I�II�II 11= 11111 Ik�l� SEE MATERIAL SCHEDULE \ \ \ \ \� \ \�i \ \ GROUND SQUIRREL CONTROL. NOTE: \ \ \ \ _ / / v 2 — \ , \ \ \, \ \\ / \\ / \\ - -_ \\� % \ \ \\ % \ \ \ III III 1L II-II I I 4 - I I 3 SEE MATERIAL SCHEDULE FOR EQ. EQ. G GROUND SQUIRREL CONTROL. \ \ \ \ \ \ \� LEGEND 2' 1 CONCRETE PAVING WHERE OCCURS. PLAN VIEW PLANTING AREA. o HALF TIMES (1/2) SECTION CONCRETE CURB WHERE OCCURS. 0 0 - — _ ;.?j „';•; — — w —III III '.':'.° —III 7 5 4 1 8 ®INSTALL WATER /ROOT CONTROL BARRIER WHEREVER PAVING OR STRUCTURES OCCUR WITHIN 6' OF TREES. INSTALL "DEEP ROOT" WATER CONTROL BARRIER (WB -24) OR CITY APPROVED ' : III III —III— \ EQUAL, AVAILABLE FROM DEEP ROOT CORP. (800) 458 -7668. _ _ I. I— III _I , >.' , : '; .:::..'; a`::: .: III 9 \i \ \i \ \. \� \i \ \i\ \ \i\ \ \ \i, i \\ \ \i< �� / � � /, III- III =111= III 111f III =III- =III 1 JUTE MESH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. TYPE PER �\' \ \�\\ \� \ \ \ \ \�\ \\ \ \, � \/ O SPECS. EACH TREE SHALL RECEIVE A MIN. LENGTH OF 10' OF BARRIER. BARRIER HA IN E SHALL BE STALLED CENTERED ON TREE TRUNK ®90- DEGREE ANGLE. TREE WELLS &NARROW PLANTING S P A G AREA —I..:. - ..::, .,........ • .:. •..:.. —III- — ° ' ' -` ` ° "`' ' "` '• .- `• —III -� -III �.:..:. ,. ,. ,.•::. °....:.:.•:..;:..; °; ,;,.:- III — = III -1 11 =1 11 -1 i i -1 i i- � �� i1 aI 11I 11 =1 I i- � SECTION 6 2 INSTALL 2" OF STABLIZING WOOD MULCH UNDER THE JUTE MESH g LESS THAN 10 SHALL RECEIVE BARRIERS ON ALL EDGES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. :c.s:: i 3 INSTALL 1" OF STABILIZING WOOD MU MULCH ON TOP OF THE JUTE MESH INSTALL TOP EDGE OF BARRIER LEVEL W/ FINISH GRADE. NO PENETRATIONS IN THE BARRIER I III — III —III — III — III — III —III 7 4 SECURE JUTE MESH AT THE TOP AND BOTTOM OF THE SLOPE BY TOEING IT IN G SHALL BE MADE. ALL IRRIGATION LINES SHALL BE LOCATED BELOW THE BARRIER. - — — III —III III III III 4 REINFORCE WITH STAPLES 6" DEEP. 12" ON- CENTER AND COVER WITH SOIL. G COMPACTED OR NATIVE SOIL. s III III III „III III III - 9 5 PLACE STAPLES 24" ON- CENTER, TYP. NOTE: OFFICE OFTHE STATE FIRE MARSHAL APPROVED FIR NLY \� HALF TIMES (1/2) O3 PROVIDE A 12" OVERLAP AT EDGES, OVERLAP IN THE DIRECTION OF ROOTBARRIER Reviewed b CITY OF ENCINITAS Community y Services Department SECTION EXCAVATED -II � � - IIL \\ PREVAILING WIND, TYP. Standard Detail =�1� $ _I \ rI_ \— APR 2 7 2012 =III 6 = -I pNDSCgp e l �� i 1=LIIr- _ L� IIT Approval of this plate does not authorize or N�RR f S 9 approveaflyarffiSmouordeviationfr °rr yew +� oPCZ appliaahl�fegulatioRa- Fiaalapprovalissuh3ect -�li - i i ' c;� - to Meld inspection. One set of approved plarf§ � r "teals he t'� SECTION AT SLOPE PLANTING avOlahle on the nroje,et site at all « � R.e-a �r 5 SUCCULENT PLANTING 1/2" =1' -0" R 6 GROUNDCOVER PLANTING 1" =1' -0° 7 JUTE MESH 1" = 1' -0" 8 ROOTBARRIER NTS �rFOF CA7 - \fob\ REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MARCIE HARRIS LANDSCAPE ARCHITECTURE 3103 Falcon Street, Suite c San Diego, CA 92103 619.688.0637 Stephen Dalton Architects, INC. ` 444 Sol Cadres . Studio 182 Solana Beach . CA. 92075 PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION , BY: FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS L3 -4 AcAD FILE No. CITY PROJECT NO: www.marcieharris.com t: 858.792.5906/ f: 858192.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: PLANTING DETAILS SHEET 3 OF 04/09/2012 100% C D 04/09/2012 100% CD .... .... .... ------ ... . ... KEYNOTES - DEMO -ZZ-- 31 ..... 7 EXISTING PALAPAS TO REMAIN - TYP. OF4 Lmr/roF WORK All MR < ❑ 1_014 OF WORK MB MR 10 ............ .. ....... ... 00 ❑ ..... . ..... EXISTING BENCHES TO REMAIN - TYP. OF 3 DEMO EXISITNG KEYSTONE WALL. [4] EXISITNG LOG TO REMAIN. MR % ....... . MR me ✓ C_ 3 r EXISTING PICNIC TABLES AND FIRE RINGS COORDINATE WITH [5 LANDSCAPE ARCHITECT TO SEE WHICH ARE TO BE SALVAGED AND STORED DURING CONSTRUCTION AND WHICH ARE TO BE I 7 8 DISCARDED. EXISITNO CURB TO REMAIN. Eli TYP. TYP. 7 DEMO EXISITNG AC RAMP. TYP. OF 2. if 5 TYP. Ar, ❑ DEMO EXISITNG CURB. SEE CIVIL DWGS. El I - 3 25 . ..... 8 EXISTING LAWN TO REMAIN. L- - - - - -- r- - - - - - - 7 I EXISTING CONCRETE HARDSCAPE TO REMAIN. EXISTING STABILIZED DG PATH TO REMAIN. ILI i:: r -,,,4 ..... L- - m - 4 13 13 13 m f EXISTING PLAYGROUND TO REMAIN. oil, 7 - - - I 2 III mom % Iowa* I, ) PREPARE SOIL FOR NEW CONCRETE HARDSCAPEAREA. SEE H CIVIL AND LANDSCAPE DWGS. 000 000 18 000 EXISTING PALM TREE TO REMAIN. SEE LANDSCAPE DWGS. 006 i 6 400 DEMO EXISTING CONCESSION BUILDING COMPLETELY, INCLUDING TRELLIS, TRASH ENCLOSURE AND PAVING. SEE CIVIL DWGS FOR ER 5 UTILITIES CAPPING AND REMOVAL. ■ -TI 0 P . ..... DEMO EXISTING SHOWER MASTS. TYP OF 3. DEMO EXISTING RESTROOM BUILDING COMPLETELY. SEE CIVIL -.7 7 7'� r7 7 77 r 7:7 -1:- -- ----------- ❑ DINGS FOR UTILITIES CAPPING AND REMOVAL. E ■ mm% DEMO EXISTING PHONE BOOTHS. A EXISTING WALKWAY RAMP AND GUARDRAIL TO REMAIN. %wa 1000 :N 41ftm moo DEMOLITION NOTES DEMO EXISTING WALKWAY RAMP AND GUARDRAIL. SEE CIVIL DWGS. '010 1. IDENTIFY ALL DAMAGED ELEMENTS DESIGNATED TO REMAIN OR BE EXISTING SEA WALL TO REMAIN. • I 22r RELOCATED. REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH DEMOLITION WORK. PREPARE GROUND /SOIL FOR NEW RESTROOM & CONCESSION BUILDING FOUNDATION. SEE CIVIL, STRUCTURALAND 14 14 7 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND ARCHITECTURAL DWGS. Z I t VERIFYING DEMOLITION PLANS IN RELATION TO STRUCTURAL AND/OR SAWCUT EXISTING PAVING. KEEP S-O" WIDE STRIP OF EXISTING m \V_1 A CONSTRUCTION DRAWINGS. THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL CONFLICTS, DISCREPANCIES OR PROBLEMS. PAVING ALONG EXISTING SEAWALL. SEE LANDSCAPE DWGS. ONLY IF BID ALTERNATE 1 IS NOT CONSTRUCTED). x 16 TYP. 3. SEE CIVIL DEMOLITION PLANS FOR ADDITIONAL WORK 4. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES SAWCUT EXISTING PAVING FOR NEW UNDERGROUND UTILITIES. ❑ SEE CIVIL DWGS. EXISTING CURB TO REMAIN. USING UNDERGROUND UTILITY LOCATING EQUIPMENT PRIOR TO 17 DEMOLITION. THE CONTRACTOR SHALL BEWARE OF POTENTIAL HAZARDS FROM DEMOLITION WORK NEAR UTILITIES. PIPES AND CONDUIT lnl EXISTING PAVING TO REMAIN. DEMO EXISTING PAVING. SEE CIVIL DWGS. 14 ENCOUNTERED IN DEMOLISHED PARTITIONS AND AREAS 21 • WHICH ARE TO REMAIN IN USE SHALL BE REROUTED. THOSE WHICH ARE TO BE ABANDONED SHALL BE CAPPED BELOW GRADE INSIDE AN APPROPRIATE YARD BOX PREPARE GROUND /SOIL FOR NEW TRASH ENCLOSURE ❑ FOUNDATION. SEE CIVIL, STRUCTURAL AND ARCHITECTURAL DWGS. r41# WAIF if 44'f 1 Z 5. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOLID AND/OR PLASTIC DROP CLOTH PARTITIONS TO PREPARE GROUND /SOIL FOR NEW GARAGE FOUNDATION. SEE lnl CIVIL, STRUCTURAL AND ARCHITECTURAL DWGS. 4W or 23 A� PROTECT AREAS TO REMAIN WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. AREA OF NEW GRADING PART OF BASE BID IF BID ALTERNATE 1 ❑ IS NOT CONSTRUCTED. 4w A DEMO EXISTING LANDSCAPE AREA FOR UNDERGROUND 4 7 8. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW WORK, AND UNTIL SAFE TO REMOVE UTILITIES. SEE CIVIL DWGS. EXISTING KEYSTONE WALL TO REMAIN. 27 P V Jr, BRACING AND SUPPORTS. 41 P 7. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED INCLUDING THE REMOVAL AND PROPER DISPOSAL OFALL LEGEND 5 DEBRIS, BROKEN CONCRETE, ETC. FROM THE SITE. PROPER TYP. Ao' I'll SHORING SHALL BE EXECUTED FOR THE SAFETY or THE STRUCTURE AND WORKMEN. 41 40 I Ill ❑ '0' /41 I I ## e V 11 I' 1 e 40* 31 41 • /N,, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM DEMOLITION AT NO ADDITIONAL COST TO THE OWNER. THE GENERAL CONTRACTOR SHALL BE EXTREMELY EXISITNG PALM TREE TO REMAIN PROTECT IN PLACE. SEE CIVIL AND LANDSCAPE DWGS. 7 r 44, 24 4W 30 CAREFUL TO PROTECT AND NOT TO DAMAGE ANY PORTION OF EXISTING INSTALLATION NOT BEING REMOVED. ANY EXISTING FACILITIES NOT SCHEDULED FOR DEMOLITION WHICH ARE SO r — — — — — — — — — . .+.%+.+. DEMO EXISITNG LANDSCAPE AREA FOR I ♦ 24 7 40rt t DAMAGED SHALL BE REPLACED EQUAL TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, UNDERGROUND .................... UTILITIES. SEE CIVIL DWGS. Poll IMIT'bF IMIT V wo 9. SAWCUT EXISTING PORTIONS OF SITE WALLS, PAVING, ETC., WHERE INDICATED NECESSARY FOR NEW WORK. ......... ... UCIVIO EXISITNG PAVING. SEE .. . . . . . . . CIVIL DWGS. _j • 10. ALL TRADES CONCERNED SHALL COORDINATE EACH OTHERS WORKS too 31 PRIOR TO AND DURING DEMOLITION. -7 -7 ♦ 7- 7- 7- DEMO EXISITNG BUILDING. SEE CIVIL DWGS. 2. 424/ 11. SURFACES WHERE MATERIAL IS REMOVED TO INSTALL NEW WORK OR TO RECEIVE NEW FINISH SHALL BE REPAIRED AND PATCHED TO -Z TY MATCH ORIGINAL CONDITIONS. PATCHED AREAS SHALL MEET FLUSH WITH EXISTING. F__m PREPARE GROUND SOIL FOR ------------------- I NEW BUILDINGS. SEE CIVIL A DWGS. F_ EXISTING 0 LIFEGUARD 12. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED SHALL BE l ♦ ❑ : • ..;,, l' STATION +► 28'' -. ; 'T 'I PATCHED AS REQUIREDTO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR, UNLESS OTHERWISE NOTED. _ f�. ` ❑ F "J f ^ 13. ALL EQUIPMENT AND MATERIAL WHICH ARE IN OPERATING CONDITION V A t WHEN REMOVED SHALL BE MAINTAINED AS SUCH AND RETURNED TO THE OWNER OR TO BE REINSTALLED WHERE INDICATED. PROPERLY DEMOLITION NOTES RECONNECT EQUIPMENT TO RESUME OPERATION. 18. ALL TRENCHING OPERATIONS SHALL BE PERFORMED WITH A SPOTTER. SPOTTER SHALL CONTINUOUSLY OBSERVE EXCAVATIONS .... .. __V J DEMOLISH AND REMOVE WALLS, PAVING, FRAMING AND ALL OTHER ITEMS NOTREQUIREDTO REMAIN ORTOBEREUSED, INCLUDING TO LOCATE UTILITY LINES, CONDUITS AND ANY OTHER SUBTERRANEAN EQUIPMENT. ANY ITEMS ENCOUNTERED SHALL BE BAS ITEMS WHICH MAYBE REASONABLY INFERRED AS NECESSARY TO PROPERLY PREPARE FOR THE EXECUTION AND INSTALLATION OF THE NEW WORK. REMOVED EXCESS LIGHTING FIXTURES, ELECTRICAL EXCAVATED BY HAND. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY IRRIGATION, UTILITIES, OR OTHER ITEMS DAMAGED AS A RESULT OF EXCAVATION. ❑ ❑❑ 27 I EP \ __74� 1 J FITTINGS, IRRIGATION C 0 M PO N E NTS, AND OTHER SALVAGEABLE MATERIAL TO BE STORED OR DISPOSED OF AS DIRECTED BYTHE OWNER. 9. CAREFULLY REVIEW EXISTING CONDITIONS AT REMODEL AREAS PRIORTO BID. IT SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO -WE gommmilim rmmm ■ Emp 1q= 26 s"m REMOVE AND REINSTALL ALL EXISTING SITE ITEMS NECESSARY TO A 27 LIMIT OF WORK 26 , IT OF 04MI RWRTHYNA IVE MARSHAL AP�,R60VED FIRE AND ANIC ONLY 4 14 Revi emfetl by, Y�e 24 15. THE OWNER SHALL HAVE FIRST RIGHTS OF REFUSAL FOR ALL DEMOLISHED MATERIAL. 16. PROTECT ALL EXISTING PAVEMENT, LANDSCAPING, UTILITIES, AND ACCESS AND INSTALL NEW WORK 0. ADJUST ALL EXISTING UTILITY BOXES TO 0 AR NEW SITE GRADE. 4 i — - --------- owl OTHER SITE IMPROVEMENTS ADJACENT TO DEMOLITION AREAS. ANY EXIST EXISTING ITEMS SCHEDULED TO REMAIN WHICH ARE DAMAGED 0 ,v <<_� 21. ABATE ALL HAZARDOUS MATERIALS, 11 Ac SHALL BE REPLACED IN KIND AT NO EXPENSE OWNER. PRIOR TO COMMENCING WITH BUILDING IN W. 15, 01 30' SITE -BID ALTERNATE 1 -DEMO BASE BID DEMO L1= 2012 APR 2 N Approval of this plan does not authorize r approve any ornism6n or deviation from 30' 15' 01 30' I 17, CAREFULLY AND THOROUGHLY SURVEY EXISTING IRRIGATION SYSTEMS AT AREAS OF TRENCHING PRIOR TO BEGINNING SUCH DEMOLITION OPERATIONS. HAZARDOUS No. C2516 MATERIALS ABATEMENT SHALL COMPLY WITH ALL GOVERNING LOCAL, STATE AND (Dj �LAN ap r0rulationN Final approval is so jR plic"110 )jec WORK MEET WITH CITY MAINTENANCE STAFF TO COORDINATE SYSTEMS SHUT-OFF AT AREAS OF WORK. REPAIR ALL IRRIGATION 01-31-1 FEDERAL REGULATIONS. OF 30_0 SCALE: 1"=30' _0 340 to fiolu it4tw0mi One �ot of approved tans 's °hnn rw, AvOalblean the rrowt �iw at all SCALE: V=30' DAMAGED AS RESULT OF DEMOLITION AND NEW WORK TO CAS - 2. COORDINATE THE DEMOLITION WORK ORIGINAL FUNCTIONING CONDITION. WITH THE FINAL PHASING AND STAGING PLANS. REVISIONS APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906/ f: 858.792,5916 PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: D" &4ffp — DATE: 04/20/2012 FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS A$ =1.1 ACRD FILE NO. AS1.2 CITY PROJECT NO: DATE: DATE: DATE: DATE: SITE DEMO PLAN - BASE BID AND BID ALTERNATE 1 rSHEET * 540 F //$ 04/09/2012 100% CD ------------- ALL KEYNOTES CONSIDERED t KEYNOTES - NEW "TYPICAL" (U.O.N.) — - - - - ---------- t .... ❑ EXISTING PALAPAS TO REMAIN -TYP. OF 4 ... ... ..... . .... ini . .... . . .. ...... ... ... z ---- EXISTING BENCHES TO REMAIN -TYP OF3 L ff OF WORK ■ NEW LOCATION FOR EXISITNG MEMORIAL BENCHES. TYP. OF 4 - 7', p4rimmR ■ mania ■ fT OF WORK 1 1C, SEE LANDSCAPE DWGS. ■ Lm Em 112 L EXISTING LOG TO REMAIN. ■ - — - — - — - — - - N 7- T EXISTING KEYSTONE WALL TO REMAIN. H1 K �71"' PICNIC TABLES, FIRE RINGS, BBQ AND TRASH RECEPTACLES - . . . . . ................ . ... . .... --- TYP. SEE LANDSCAPE DWGS. 110 . .. . . ...... 3 ... ........ NEW BIKE RACKS - TYP. OF 2. SEE LANDSCAPE DWGS. ■ 6 ole X TYP. TYP. TYP. �4 If - — -- — -- 7-7 NEW CURB. SEE CIVIL AND LANDSCAPE DWGS. k H1 7 NEW ACCESSIBLE PARKING SPACES, STRIPPING, CURB TYP. RAMPS,CURB AND FIXED BOLLARDS. SEE CIVIL DWGS. 9 46 50 . .... . . ..... .. NEW 16'-0" WIDE CURB CUT AND SOFT HIT BOLLARDS. SEE CIVIL ■ 6 ....... ....... DWGS. X ..... ............... .... . . ... 10 . .. . .. . ................... TYP. . ..... . ... . Z 13 13 13 ■ EXISTING LAWN TO REMAIN. 53 4 14 TYP. EXISTING CONCRETE HARDSCAPETO REMAIN. ❑ 00 ❑ ■ 0 avow woo ■ ■ NEW 30"X48" CONC. PAVING AREA, SEE CIVILAND LANDSCAPE DWGS. . ........... 1000-*00 10.0 .. . .......... 0 00000 r ..... ........ . .... .. EXISTING STABILIZED DG PATH TO REMAIN. ................... .......... *100 . ... .. rag 6 EXISTING PLAYGROUND TO REMAIN. b. ........ ....... .00 ..... ... .. • 1-yp . .... .. .... 56 NEW SEAT WALL/ PLANTER. SEE LANDSCAPE DWGS. EXISTING PALM TREE TO REMAIN. SEE LANDSCAPE DWGS. Jr 4. .. ...... ... a., 1 r i 4� NEW PALM TREE. SEE LANDSCAPE DWGS. ........... . . ..... . .... williIiiiiiii NEW DRINKING FOUNTAIN. SEE DETAILS /AS -2.5 .......... ..... ..... .... V, 4 It** . .. ........ LEGEND NEW SEGMENTAL WALL. SEE CIVIL DINGS. • 4111111111111111 a 00 19 p. IA x NEW SAND/OIL INTERCEPTOR. SEE CIVIL DWGS. 16 17 e-, 11 1 . I T "' *** z I , 1 .. . i NEW SEATWALL AT SHOWERS. SEE LANDSCAPE DWGS. Z TYP,TYP. EXISITNG PALM TREE TO . ..... ...... f 0�. REMAIN PROTECT IN PLACE. 23 NEW SHOWER MASTS - TYP. OF 3. SEE 5/AS-2.5 AND 6 /AS -2.5 • ...... SEE CIVIL AND LANDSCAPE EXISTING WALKWAY RAMP AND GUARDRAILTO REMAIN. Z DWGS. TYP. % ZZ, REVEGETATION OF EXISTING SLOPE. SEE LANDSCAPE DWGS. .. . ...... ...... NEW PALM TREE. SEE TYP. LANDSCAPE DWGS. NEW BROW DITCH. SEE CIVIL DWGS. 43/A.. EXISTING NATIVE PLANT PROTECT IN PLACE. SEE LANDSCAPE ....... .... lid DWGS. O TT .. . ..... NEW LANDSCAPE FENCE. SEE LANDSCAPE DWGS. TYP. 25 NEW BEACH SAND NEW WALKWAY RAMP AND RETAINING WALLS. SEE CIVILAND LANDSCAPE DWGS. NEW INFILTRATION GARDEN. SEE CIVILAND LANDSCAPE DWGS. x 1, 0, W, 31 NEW SHADE STRUCTURE. SEE SHEET AS-2.3 El 35 ...... CONCRETE H ...... ..... PAVING WITH TEXTURED A. NEW ENHANCED CONCR NEW TRUNCATED DOMES. SEE CIVILAND LANDSCAPE DWGS. • SEE LANDSCAPE DWGS. NEW RESTROOM & CONCESSIONS BLDG. SEE STRUCTURAL AND 41p 4� .... OF Ie ARCHITECTURAL DWGS. 41# ... ...... 33 32 NEW LIFEGUARD GARAGE BLDG. SEE STRUCTURAL AND NEW STABILIZED DG PAVING. ARCHITECTURAL DWGS. • �'4 SEE LANDSCAPE DWGS. Q, ...... 27 EXISTING SEA WALL TO REMAIN. BOTTOM OFWALL 14'-0" 116-0" V., ..... 34 'Y BELOW GRADE. ♦ 4F EXISTING LANDSCAPE FENCE TO REMAIN. ♦ 40� 47 ♦ NEW TRENCH RESURFACING. NEW AC BERM. SEE CIVIL DWGS. SEE CIVIL DWGS. El f 1 If NEW STRIPPING NO PARKING AREA, SEE CIVIL DWGS. 31 NEW TRASH ENCLOSURE. SEE SHEET AS-2.1 AND STRUCTURAL ♦ 6 41 41, 30 ]' DWGS. 30 NEW AC PAVING. SEE CIVIL 40 EXISTING CURB TO REMAIN. TYP. IMIf WORK ........... LIMIT' DWGS. D R NEW 30'-0" WIDE DRIVEWAY ENTRANCE AND SOFT HIT BOLLARDS. 38 SEE CIVIL DWGS. 51 NEW RETAINING WALL, BROW DITCH AND ROCK DISSIPATOR. SEE F- #414iiiit, . . ........... . 46 52� CIVIL AND LANDSCAPE DWGS. bb 47 8 NEW FIXED CONCRETE BOLLARDS. SEE LANDSCAPE DWGS. % F—AA ] NEW RETAINING WALL, STAIR AND GUARDRAIL. SEE CIVILAND A A EXISTING • . ...... -1 EXISTING LANDSCAPE DWGS. •11 1 a LIFEGUARD 39 ENERAL NO EIS ■ STATION STATION -TJ 43 48 NEW STORM DRAIN AND STORM DRAIN CURB INLET. SEE CIVIL _J 1. SEE EXTERIOR ELEVATIONS FOR BUILDING ADDRESS LOCATION. DWGS. NEW AC PAVING. SEE CIVIL DWGS. 147 17— NEW TRENCH RESURFACING. SEE CIVIL DWGS. 011 / / , , 17 F mam ■ a LO EXISTING AC PAVING TO REMAIN. �k r I J(L jV�^ OFFICE OF THE S3A 49 _,611AL se APIROVEDF ONLY EXISTING SEGMENTAL BLOCK RETAINING WALL TO REMAIN. o --4 Revie JR- NEW STRIPPING. SEE CIVIL DWGS. NAL NEW GRADING. SEE CIVIL DWGS. ■ 9 71 r VEO 411111 R 2 AP 7 2012 NEW SAND. SEE LANDSCAPE DWGS. provallof this P12M does o0taoilio"ze or 9 41 AV, K LIMIT O(F WORK mon ot deviatlon forn LIMIT OF NOR 54 1 NEW ENHANCED CONCRETE PAVING. SEE LANDSCAPE DWGS. Finalappfoval issubjuot Gk' ST RE T I�STREIET 45 47 17 �halj bc availotble on the 0TWO 60P M 9 LANDSCAPE DRAWINGS getoflippiroved lam 45 v� 54 [18 36�3 300" 8 . . . .. . ...... 48 47 NEW STABILIZED DG PAVING. SEE D ARC CLR. LE 17T 10 p �'� PLANTING AREA, SEE LANDSCAPE DWGS. -_j ti O N No. C25166 30' 15' 0 30' 30' 15' 01 30' NEW TRANSFORMER. SEE SITE PLAN BID ALTERNATE 1 NEW I m I ❑ ELECTRICAL DWGS. 9 PLAN BASE BID NEW e 1- 1-1 r- MF _ m===mmIII1 12" TALL LETTERS "NO PARKING - FIRE or NQ V = 30--0" SCALE: 1"=30' Ll-'=430 _0 SCALE: V=30' LANE", @ 25 O.0 WITHIN RED STRIPING (MIN, 2 LOCATIONS), REF CIVIL DWGS. REVISIONS APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF FMr-INITAR - PARKS & RlPr-RFATIIIIIIIN DRAWING NO 0902 ACAD FILE NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH AS1.2 444 South Cadres. Studio 182 11 AP — IMPROVEMENTS AS-1 I BY: BY: BY: BY: BY: CITY PROJECT NO: Solana Beach . GA. 92075 t! 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: SITE PLAN - NEW - BASE BID AND BID ALTERNATE 1 I SHEET ;NY—DF /Iffl 04/09/2012 100% CD g - f f/F i g j C� ■ ; f; ff ■ I °-I j '.,%'°' ,3A+/✓,,,,�idta, .n., <'fl>,,,�,w:.,�., , iriLllii / /." Bfil �/ ■ -,_° -Y ' ■ •••• a:'t ' °� ••j� �� L OF WORK a � 9 _ _. ,..., 000 0000000000 j§ Em m • ' ar TYP. of z YW IL mi 13 �• - - - -- ■ 19•'� o F ' ® ■ �P. OF ■�■ _■ 5 4 ® ®� ��. TYP. t 0 1 go two } r i� ♦ ��L'�-t� 13 �■ ♦ 't; .. ; .... ♦ TYP. OF 3 • :. goo m000 '■ 10 V .............. a; A•• 27 •• I • / 7 —'•jam 21 j € 1D �S. •r• • �♦ !lair; am' 1':ii {.:' :ii�tt a fl i E 'Y# i / / •'..:' yam.•' .:. , ✓' d /\ ` d TYP. OF 3 E :..:•.... 131t i fµ � to ...... rr a/ i •'•: f t R'• r � r .... 9t O' I t.: TYP. OF 4 ♦ : I 49 .......:.. Nry'. iN. € a / ,r ®,• \, / € i TYP. OF 4 20 >' .;�;.•r:: r::.ii �` �� / J 2S TING I!OCOONS MT EA 'END 8 41 I 23 i TYP. OF 2 ..ii•': •'•,4...,•'. 1.:i:'.ii.;.•. ryh % .I / 4w e f 20 IMIT ' RK \ t 77 ■ t� y t jp i I EXISTING . •a•::� , i � o: I.. } { u'f LIFEGUARD ♦ !ss 'I, j_ € STATION ♦ ♦ "r s f r "� £ ., ° I FN i, � 1 1 }g .y y ¢ 10 1, ....... ....., a IEEE ll 14 ■ } LIMIT OF ORK t€ £ 22 .�..�� STREET ■ 26 22 ...m.m... _ �, _ - me. ®••, ®may —•.•• _ � ,,.d � - .�� 11 �yd f S [ I N" [ 3 ■ i 1 s S NOTE: DUE TO STEEP SLOPE TOPOGRAPHY, PRIMARY SITE \' ACCESS IS DETERMINED TO BE AT WEST END OF B STREET.\ y: ACCESSIBLE PARKING EQUIVALENT FACILITATION HAS BEEN \ '' LOCATED AT B STREET. SEVEN ACCESSIBLE PARKING \ SPACES TOTAL PROVIDED AT B STREET. \ f 3 \ i \ � £ � i 3 � € I j t r Pejjj f 3 } i 3 I �f 4 3 ,AdZ �< j f . x s ggg 3 1 1 E PLAN - ACCESSIB pp J 1f�� 30'0.. �< 1 W..,..., F I ;l -m. _; 3 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS 0902 ACAD FILE NO. A0.3 CITY PROJECT NO: PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Gedros . Studio 182 BY: Solana Beach CA. 92075 t: 858.792.5906 / f: 858.792.5918 DATE: ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: ~ 1 BY: DATE: DATE: DATE: 04/20/2012 DATE: FIRE I I I 1 I . 4 l t . KEYNOTES 1❑ EXISTING ACCESSIBLE PARKING SPACE TO REMAIN NEW ACCESSIBLE PARKING SPACE. SEE CIVIL DWGS AND 1/AS -2.4 ACCESSIBLE RINSE SHOWER, SEE 5 /AS -2.5 ❑4 ACCESSIBLE DRINKING FOUNTAIN, SEE 3 /AS -2.5 H1ACCESSIBLE PICNIC TABLE, REF LANDSCAPE DRAWINGS - ACCESSIBLE BENCH, REF LANDSCAPE DRAWINGS 1 �� ❑ ACCESSIBLE FIRE PIT, REF LANDSCAPE DRAWINGS 7 T -• g❑ ACCESSIBLE GRILL, REF LANDSCAPE DRAWINGS WARNING SIGN, SEE 5A/AS -2.4 10 PARKING SIGN, SEE 5C /AS -2.4 PARKING AND ACCESS LOCATOR SIGN, SEE BC /AS -2.4 12 DIRECTIONAL SIGN: BEACH, SEE 8D /AS -2.4 c f av °` 13 DIRECTIONAL SIGN: PATH OF TRAVEL, SEE SE /AS -2.4 1q DIRECTIONAL SIGN: OBSERVATION DECK, SEE 9 /AS -2.4 a 15 SAND /BEACH WHEELCHAIR SIGN, SEE 6/AS -2.4 } K 1g NOT USED NOT USED EXISTING CURB TO REMAIN. a 19 EXISTING 4" WIDE BLUE STRIPING TO REMAIN. 20 NEW TRUNCATED DOME DETECTABLE WARNING ZONE, n \ REF LANDSCAPE DRAWINGS PARKING AND ACCESS LOCATOR SIGN, SEE BA/AS -2.4 22 PARKING AND ACCESS LOCATOR SIGN, SEE 8B /AS -2.4 a � NEW WALKWAY RAMP AND RETAINING WALLS. SEE CIVIL 3 \ LANDSCAPE DWGS AND DETAILS 13/AS- 2.4,14/AS -2.4. ` EXISTING FIRE HYDRANT TO REMAIN. 400 FT RADIUS 24 LINE FROM FIRE HYDRANT. PER CFC 507.5. NEW 16' -0" WIDE CURB CUT AND SOFT HIT BOLLARDS. w- SEE CIVIL DWGS. 1 rya O NEW 36' -0" WIDE DRIVEWAY ENTRANCE AND SOFT HIT } " BOLLARDS. SEE CIVIL DWGS. 24' -0" CLEAR FOR FIRE ACCESS. TYP. 3 ®' LEGEND t � a••a•••a•aaa•• PATH OF TRAVEL ] v� w. EXISTING FIRE HYDRANT TO REMAIN Q r NEW ACCESSIBLE SIGNAGE < GENERAL NOTES „ � 3 1. PATH OF TRAVEL AS INDICATED IS A BARRIER FREE ACCESS WITHOU ` ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAXIMUM SLOPE, EXCEPT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL, MAXIMUM CROSS SLOPE 2% TYPICAL. CONTRACTOR TO VERIFY THAT E' € ALL BARRIERS IN PATH OF TRAVEL HAVE BEEN REMOVED. ..... a 2. FOR ACCESSIBLE SITE FURNISHING SURVEY SEE LANDSCAPE DWGS. SHEET L1.1 ;r 3. SEE EXTERIOR ELEVATIONS FOR BUILDING ADDRESS LOCATION. s'kpProvalof this pab gataaa2da�ze� tp Am Ippl Ieahir regulations Final appraval is sstb{ce [ o pow Inspeemton Ono set of approved plans 110) hcs available on the ataie ,@rte of all °! ^� �� 30' 15' 0' 30 SCALE: 1 " =30' ITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS SITE PLAN - ACCESSIBILTY ��SED AR�jy /r E. 0 * No. C2516 z Q OF cp'0� DRAWING NO. AS -1.3 3co SHEET -9 OF/ /S 04/09/2012 100% CD \ 24 \ \ NOTE: DUE TO STEEP SLOPE TOPOGRAPHY, PRIMARY SITE \' ACCESS IS DETERMINED TO BE AT WEST END OF B STREET.\ y: ACCESSIBLE PARKING EQUIVALENT FACILITATION HAS BEEN \ '' LOCATED AT B STREET. SEVEN ACCESSIBLE PARKING \ SPACES TOTAL PROVIDED AT B STREET. \ f 3 \ i \ � £ � i 3 � € I j t r Pejjj f 3 } i 3 I �f 4 3 ,AdZ �< j f . x s ggg 3 1 1 E PLAN - ACCESSIB pp J 1f�� 30'0.. �< 1 W..,..., F I ;l -m. _; 3 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS 0902 ACAD FILE NO. A0.3 CITY PROJECT NO: PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Gedros . Studio 182 BY: Solana Beach CA. 92075 t: 858.792.5906 / f: 858.792.5918 DATE: ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: ~ 1 BY: DATE: DATE: DATE: 04/20/2012 DATE: FIRE I I I 1 I . 4 l t . KEYNOTES 1❑ EXISTING ACCESSIBLE PARKING SPACE TO REMAIN NEW ACCESSIBLE PARKING SPACE. SEE CIVIL DWGS AND 1/AS -2.4 ACCESSIBLE RINSE SHOWER, SEE 5 /AS -2.5 ❑4 ACCESSIBLE DRINKING FOUNTAIN, SEE 3 /AS -2.5 H1ACCESSIBLE PICNIC TABLE, REF LANDSCAPE DRAWINGS - ACCESSIBLE BENCH, REF LANDSCAPE DRAWINGS 1 �� ❑ ACCESSIBLE FIRE PIT, REF LANDSCAPE DRAWINGS 7 T -• g❑ ACCESSIBLE GRILL, REF LANDSCAPE DRAWINGS WARNING SIGN, SEE 5A/AS -2.4 10 PARKING SIGN, SEE 5C /AS -2.4 PARKING AND ACCESS LOCATOR SIGN, SEE BC /AS -2.4 12 DIRECTIONAL SIGN: BEACH, SEE 8D /AS -2.4 c f av °` 13 DIRECTIONAL SIGN: PATH OF TRAVEL, SEE SE /AS -2.4 1q DIRECTIONAL SIGN: OBSERVATION DECK, SEE 9 /AS -2.4 a 15 SAND /BEACH WHEELCHAIR SIGN, SEE 6/AS -2.4 } K 1g NOT USED NOT USED EXISTING CURB TO REMAIN. a 19 EXISTING 4" WIDE BLUE STRIPING TO REMAIN. 20 NEW TRUNCATED DOME DETECTABLE WARNING ZONE, n \ REF LANDSCAPE DRAWINGS PARKING AND ACCESS LOCATOR SIGN, SEE BA/AS -2.4 22 PARKING AND ACCESS LOCATOR SIGN, SEE 8B /AS -2.4 a � NEW WALKWAY RAMP AND RETAINING WALLS. SEE CIVIL 3 \ LANDSCAPE DWGS AND DETAILS 13/AS- 2.4,14/AS -2.4. ` EXISTING FIRE HYDRANT TO REMAIN. 400 FT RADIUS 24 LINE FROM FIRE HYDRANT. PER CFC 507.5. NEW 16' -0" WIDE CURB CUT AND SOFT HIT BOLLARDS. w- SEE CIVIL DWGS. 1 rya O NEW 36' -0" WIDE DRIVEWAY ENTRANCE AND SOFT HIT } " BOLLARDS. SEE CIVIL DWGS. 24' -0" CLEAR FOR FIRE ACCESS. TYP. 3 ®' LEGEND t � a••a•••a•aaa•• PATH OF TRAVEL ] v� w. EXISTING FIRE HYDRANT TO REMAIN Q r NEW ACCESSIBLE SIGNAGE < GENERAL NOTES „ � 3 1. PATH OF TRAVEL AS INDICATED IS A BARRIER FREE ACCESS WITHOU ` ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAXIMUM SLOPE, EXCEPT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL, MAXIMUM CROSS SLOPE 2% TYPICAL. CONTRACTOR TO VERIFY THAT E' € ALL BARRIERS IN PATH OF TRAVEL HAVE BEEN REMOVED. ..... a 2. FOR ACCESSIBLE SITE FURNISHING SURVEY SEE LANDSCAPE DWGS. SHEET L1.1 ;r 3. SEE EXTERIOR ELEVATIONS FOR BUILDING ADDRESS LOCATION. s'kpProvalof this pab gataaa2da�ze� tp Am Ippl Ieahir regulations Final appraval is sstb{ce [ o pow Inspeemton Ono set of approved plans 110) hcs available on the ataie ,@rte of all °! ^� �� 30' 15' 0' 30 SCALE: 1 " =30' ITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS SITE PLAN - ACCESSIBILTY ��SED AR�jy /r E. 0 * No. C2516 z Q OF cp'0� DRAWING NO. AS -1.3 3co SHEET -9 OF/ /S 04/09/2012 100% CD ■ W ALL KEYNOTES CONSIDERED NE TYPICAL" (U.O.N.) KEYNOTES 1 ❑ EXISTING PALAPAS TO REMAIN - TYP. OF 4 ..... . ..... .... ... 1 ; ❑ ile - ............ EXISTING BENCHES TO REMAIN -TYP . OF 3 El .......... 5] L TT OF WORK NEW LOCATION FOR EXISITNG MEMORIAL BENCHES. TYP. OF 4 - moo L ff OF WORK - - ---- ---- _j 74-- — I I I _D m�m�l a M SEE LANDSCAPE DINGS. p— Ilk -5 41111111111111111111111 11 MR 11 12 E_ ir L EXISTING LOG TO REMAIN. 7- loon - - - ------ A', 7 ■ a 11111111101i EXISTING KEYSTONE WALL TO REMAIN. 0 \X gre,45 PICNIC TABLES, IRTYP. BQ AND TRASH RECEPTACLES - I yp. sL:L LANDSCAPE DWGS. 01� NEW BIKE RACKS OF 2. SEE LANDSCAPE DWGS. 7-- TYP. TYP. TYP. NEW CURB. SEE CIVILAND LANDSCAPE DWGS. 7 NEW ACCESSIBLE PARKING SPACES, STRIPPING, CURB I TV. . .. .... RAMPS,CURB AND FIXED BOLLARDS. SEE CIVIL DINGS. 9 46 50 77 - - ----- - - NEW 116-0" WIDE CURB CUT AND SOFT HIT BOLLARDS. SEE CIVIL 6 ...... L10 ... DWGS. .... ....... ..... . ....... .... 10 N TYP. 171 z Nil EXISTING LAWN TO REMAIN. 14 53 4 M .... .. M [2] 13 13 13 ■ TYP. EXISTING CONCRETE HARDSCAPE TO REMAIN. 41# NEW 30"X48" CONC. PAVING AREA. SEE CIVILAND LANDSCAPE *000- DWGS. $400 1 0 010060000 00 ........ .......... ... ... EXISTING STABILIZED DG PATH TO REMAIN. 0 a ....... ...... .......... 1 6 EXISTING PLAYGROUND TO REMAIN. . . ....... \.Oi 56 �6 NEW SEAT WALL / PLANTER. SEE LANDSCAPE DWGS. p. ...... EXISTING PALM TREE TO REMAIN. SEE LANDSCAPE DWGS. 15 i111111161111 1111 moot NEW PALM TREE. SEE LANDSCAPE DWGS. X. • ............ 4V ........... NEW DRINKING FOUNTAIN. SEE DETAIL 3/AS-2.5 .......... ........... .......... V ... . .. ..... I ................. .. LEGEND NEW SEGMENTAL WALL. SEE CIVIL DWGS. 1 21 q. 19 NEW SAND/OIL INTERCEPTOR. SEE CIVIL DWGS. 16 17 TYP.TYP. SN NEW SEATWALL AT SHOWERS. SEE LANDSCAPE DWGS. EXISITNG PALM TREE TO E. 23 NEW SHOWER MASTS- TYP. OF3. SEE 5/AS-2.5 AND 61AS-2.5 REMAIN PROTECT IN PLACE. 52 SEE CIVIL AND LANDSCAPE 0 TYP. DINGS. EXISTING WALKWAY RAMP AND GUARDRAILTO REMAIN. REVEGETATION OF EXISTING SLOPE. SEE LANDSCAPE DWGS. NEW PALM TREE. SEE ❑ TYP. LANDSCAPE DWGS. NEW BROW DITCH. SEE CIVIL DWGS. ..... ....... EXISTING NATIVE PLANT PROTECT IN PLACE. SEE LANDSCAPE DWGS. 21 ...... 25 NEW LANDSCAPE FENCE. SEE LANDSCAPE DWGS. TYP. NEW BEACH SAND NEW WALKWAY RAMP AND RETAINING WALLS. SEE CIVILAND TYP. LANDSCAPE DWGS. NEW INFILTRATION GARDEN. SEE CIVILAND LANDSCAPE DWGS. 31 Ir . 4 NEW SHADE STRUCTURE. SEE SHEET AS-2.3 35 j ............. ......... PAVING WITH TEXTURED NEW ENHANCED CONCRETE V4b. .SEE LANDSCAPE NEW TRUNCATED DOMES. SEE CIVILAND LANDSCAPE DWGS. 26 .. . .... ............................. DWGS. NEWRIESTROOM &CONCESSIONS BLDG. SEE STRUCTURAL AND 4W Y-s ARCHITECTURAL DWGS. ♦ NEW LIFEGUARD GARAGE BLDG. SEE STRUCTURAILAND All NEW STABILIZED DG PAVING. ❑ ARCHITECTURAL DWGS. SEE LANDSCAPE DWGS. 0 27 -0" 16-1)" IN: EXISTING SEAWALL TO REMAIN. BOTTOMOFWALL14' 34 BELOW GRADE. y EXISTING LANDSCAPE FENCE TO REMAIN. 4w 4V ... .*.*.*.I.*.-.- I NEW TRENCH RESURFACING. NEW AC BERM. SEE CIVIL DWGS, SEE CIVIL DWGS. 31 • NEW STRIPPING NO PARKING AREA. SEE CIVIL DWGS. q j -2.1 AND STRUCTURAL NEW TRASH ENCLOSURE. SEE SHEET AS 41# % DWGS. fi NEW AC PAVING. SEE CIVIL EXISTING CURB TO REMAIN. JTYP. C� DWGS. IM11 WORK X t K\ -0` WIDE DRIVEWAY ENTRANCE AND SOFT HIT BOLLARDS. 53 In NEW 30' ♦ SEE CIVIL DWGS. ... . .... ... 51 > 46 . .... . 51 NEW RETAINING WALL, BROW DITCH AND ROCK DISSIPATOR. SEE I 42 ..... . ..... 55 CIVILAND LANDSCAPE DWGS. ry 45 1 , E r NEW FIXED CONCRETE BOLLARDS. SEE LANDSCAPE DWGS. 47 NEW RETAINING WALL, STAIRAND GUARDRAIL. SEE CIVIL AND ❑ IN 44 -0 EXISTING EXISTING LANDSCAPE DWGS. ♦ EX' U GENERAL NOTES LIFEGUARD 39 44 NEW STORM DRAIN AND STORM DRAIN CURB INLET. SEE CIVIL 1- SEE EXTERIOR ELEVATIONS FOR BUILDING ADDRESS LOCATION. ❑ DWGS. NEW AC PAVING. SEE CIVIL DWGS. ♦ 55 1400 49 ■ rs NEW TRENCH RESURFACING. SEE CIVIL DWGS. co ❑ van 41-1011 EXISTING AC PAVING TO REMAIN. Lo 3L B16 F D BASE EXISTING SEGMENTAL BLOCK RETAINING WALL TO REMAIN. ♦ ❑ W44V* OFFICE OF THE STATE FIRE MARSHAL ........... W .. NEW STRIPPING. SEE CIVIL DWGS. -j ...... ..... -17 %1'A• .... 11 IQ] A" ... .... LY 45 APPROVED F . . ... .. I NA Reviewee r [by NEW GRADING. SEE CIVIL DWGS. r 47 .4E NEW SAND. SEE LANDSCAPE DWGS. moo LIMIT OF`i illi mF n 9 APR 2 7 2012 54 RK STRE T 4 NEW ENHANCED CONCRETE PAVING. SEE LANDSCAPE DWGS. Q(STREET It deviation from Approval of this Plan does not authorizeW 1A I I;t 36-21" t I �46 48 47 17 4 approve any omission or NEW STABILIZED DG PAVING. SEE �D ARC TY ---- CLR. applicable regulations Final approval is $object LANDSCAPE DRAWINGS . ...... .... - - ----- T_ -6 field inspection One set of approved f lairs T 7 IX ty'r -11RII be available on the moleet site at a I fly"' PLANTING AREA. SEE LANDSCAPE DWGS. __j � ❑ J/l No. k C25166 30' 30' 15, 0. 301 301 15' 01 30' 56 NEW TRANSFORMER. SEE rh SITE PLAN BID ALTERNATE 1 NEW PLAN BASE BID - �NEW� ELECTRICAL DWGS. 01-31-1' 12" TALL LETTERS "NO PARKING - F LANE", @ 25- O.0 WITHIN RED STRIPING _0 FIRE 1 30'-0" SCALE: V=30' 1 �30 SCALE: V=30' (MIN. 2 LOCATIONS), REF CIVIL DWGS. OF SAL \FO E ARCHITECT APPROVALS r1TV nl= 1=fdP11d1TA_Q PARKS JL RECREATION r'1QA%A1IMr_ REVISIONS APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH AS1.2 444 South Gedros. Studio 182 BY: BY: BY: BY: BY: IMPROVEMENTS AS -1.2 CITY PROJECT NO: Solana Beach. GA. 92075 1 t: 858.792.5906/ f: 868.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: SITE PLAN - NEW - BASE BID AND BID ALTERNATE 1 -37 1 1 rSHEET V OFN� 04/09/2012 100% CD R1 M■ IO COT m i \'/ U D t----------------------------- I SOUTH ELEVATION 1/4" = 1' -0" T T T I J ----------------------- NORTH ELEVATION 1/4" = 1' -0" �- BRACE C.L. T.O. WALL 6 BRACE ELEVATION 00 01 EQ. EQ. �— GATE LATCH /LOCK FABRICATE PANELS AND TRIM SO AS ONE FLUSH PANEL FASTENED TO DOOR FRAME PER DETAIL. SUBMIT SHOP DRAWINGS TO ARCHITECT SEAM RHEINZINK PRE - WEATHERED OSTANDING METAL ROOF ZINC BLUE GRAY FASCIA, RHEINZINK PRE - WEATHERED OMETAL B GUTTER & ZINC BLUE GRAY 2 - _� ------ -- _ 0 °0 � ° 0 ° 0 oO °O° °° \ ° °° °° ° °C O ° ogo0o0c Oo0o 9400•a �O0Q0 °0 °0 °0° _ o °o °o °o °o°o o"a° FABRICATE PANELS AND TRIM SO AS ONE FLUSH PANEL FASTENED TO DOOR FRAME PER DETAIL. SUBMIT SHOP DRAWINGS TO ARCHITECT 1' 0„ 1/2" S.S. THRU BOLT S.S. METAL PANEL ('31, PAINTED PER ELEV FINISHED GRADE CANE POST GATE STOP TRASH ENCLOSURE GATE SCALE: 314!'= V -0" EX- GATE -002 REVISIONS APPROVED DATE SUB- CONSULTANT NP., EX -BRCE -012 a T T L J EAST ELEVATION 1/4" = 1' -0" s r d 0 a® I B A I d� � 0 d 1/4:12 ' 888 0 4 I — — — — — — — — — — — r,, WEST ELEVATION TUBE STEEL POST PER PLAN W/ PLATE CAP L 3x21r FRAME- PAINTED PER COLOR NOTED ON ELEV 22 GA. MTL.DECKING - PUDDL WELD TO FRAME. PAINT PER COLOR NOTED ON ELEV HEAVY DUTY HINGE, TYP. OF 3 1/8" S.S.BAR STOCK WELDED OVER METAL PANEL EDGE AT PERIMETER AND PANEL JOINTS 22 GA. S.S. PERFORATED METAL PANEL WITH 1/4" STAGGERED HEXAGONAL PERFORATIONS (PATTERN'1') 22 GA. S.S. PERFORATED METAL PANEL WITH 1/2" STAGGERED HEXAGONAL PERFORATIONS ('2') SDA PROJECT NO. 0902 ACAD FILE NO. AS2 -1 CITY PROJECT NO 1/4" = 1' -0" SECTION ARCHITECT Stephen Dalton Architects, 444 South Cedros. Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 I I L PUBLIC WORKS BY: — DATE: ENGINEERING BY: — DATE: MOM 2 AS -2.2 YP ) DRAIN TRASH ENCLOSURE PLAN 1/4" = 1' -0" 7 31th318" = 1' -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY. �?gft_ i? u BY: — DATE: DATE: 04/20/2012 DATE: 9:14 EXTERIOR FINISH SCHEDULE SEAM RHEINZINK PRE - WEATHERED OSTANDING METAL ROOF ZINC BLUE GRAY FASCIA, RHEINZINK PRE - WEATHERED OMETAL B GUTTER & ZINC BLUE GRAY 2 - _� DOWNSPOUT o ° °oo°oo °o CO 000 ° °o SALTY WHITE °O 'C') O O O O °O °O °O °O °O0 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0 OCONCRETE D 00 000 0 00000000000000000 BEAD BLASTED GOLD 1' 0„ 1/2" S.S. THRU BOLT S.S. METAL PANEL ('31, PAINTED PER ELEV FINISHED GRADE CANE POST GATE STOP TRASH ENCLOSURE GATE SCALE: 314!'= V -0" EX- GATE -002 REVISIONS APPROVED DATE SUB- CONSULTANT NP., EX -BRCE -012 a T T L J EAST ELEVATION 1/4" = 1' -0" s r d 0 a® I B A I d� � 0 d 1/4:12 ' 888 0 4 I — — — — — — — — — — — r,, WEST ELEVATION TUBE STEEL POST PER PLAN W/ PLATE CAP L 3x21r FRAME- PAINTED PER COLOR NOTED ON ELEV 22 GA. MTL.DECKING - PUDDL WELD TO FRAME. PAINT PER COLOR NOTED ON ELEV HEAVY DUTY HINGE, TYP. OF 3 1/8" S.S.BAR STOCK WELDED OVER METAL PANEL EDGE AT PERIMETER AND PANEL JOINTS 22 GA. S.S. PERFORATED METAL PANEL WITH 1/4" STAGGERED HEXAGONAL PERFORATIONS (PATTERN'1') 22 GA. S.S. PERFORATED METAL PANEL WITH 1/2" STAGGERED HEXAGONAL PERFORATIONS ('2') SDA PROJECT NO. 0902 ACAD FILE NO. AS2 -1 CITY PROJECT NO 1/4" = 1' -0" SECTION ARCHITECT Stephen Dalton Architects, 444 South Cedros. Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 I I L PUBLIC WORKS BY: — DATE: ENGINEERING BY: — DATE: MOM 2 AS -2.2 YP ) DRAIN TRASH ENCLOSURE PLAN 1/4" = 1' -0" 7 31th318" = 1' -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY. �?gft_ i? u BY: — DATE: DATE: 04/20/2012 DATE: 9:14 EXTERIOR FINISH SCHEDULE ;ITY OF ENCINITAS - PARKS & RECREATIOP MOONLIGHT STATE BEACH IMPROVEMENTS TRASH ENCLOSURE PLAN AND ELEVATIONS r,�D ARC, * No. C25166 Ox cw" DRAWING NO. AS -2.1 SHEET X OF 04/09/2012 100% CD SEAM RHEINZINK PRE - WEATHERED OSTANDING METAL ROOF ZINC BLUE GRAY FASCIA, RHEINZINK PRE - WEATHERED OMETAL B GUTTER & ZINC BLUE GRAY DOWNSPOUT CO PLASTER SOFFIT EXPO STUCCO SALTY WHITE ORCO BLOCK CALIFORNIA OCONCRETE D MASONRYWALL BEAD BLASTED GOLD PLASTER WALL O SURFACE EXPO STUCCO SALTY WHITE OCAST IN PLACE DAVIS COLORS W. GOLD, MESA "SEDIMENT" WALL YERED COLOF BUFF, PALOMINO OTRANSLUCENT WALL PANEL KALWALL CRYSTAL SIKKENS O WOOD LOUVERS IPE CEDAR 0777 FACTORY ANODIZED OALUMINUM STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT PLASTIC DOOR MATCH DE DE6124 OROLL UP FACTORY FINISH WHOLE WHEAT SECTIONAL DOOR MATCH DE DE6124 METAL FACTORY FINISH WHOLE WHEAT LOUVERS MATCH DE DE6124 O ROLL UP COILING FACTORY FINISH WHOLE WHEAT DOOR MATCH DE DE6124 METALS FACTORY FINISH STONE CREEK O TRASH ENC. MATCH DE DE6278 WOOD BEAMS SIKKENS O TRASH ENC. CEDAR 0777 O BREAK METAL FACTORY FINISH WHOLE WHEAT MATCH DE DE6124 ;ITY OF ENCINITAS - PARKS & RECREATIOP MOONLIGHT STATE BEACH IMPROVEMENTS TRASH ENCLOSURE PLAN AND ELEVATIONS r,�D ARC, * No. C25166 Ox cw" DRAWING NO. AS -2.1 SHEET X OF 04/09/2012 100% CD 04/09/2012 100% CD COLUMN BEYOND SUBMIT SHOP DRAWINGS TO S.S. ANGLE 3/8" 0 EFF. PUDDLE WELD @ ARCHITECT COLUMN PER PLAN 8" O.C. MAX TYP. @ PERFORATED MTL SCREW S.S. PERFORATED —1— PERIMETER OF EACH PANEL ASSEMBLY WHERE METAL PANEL OCCURS I CORRUGATED PANEL I S.S. 'T' PROFILE AT PANEL PER PLAN JOINT c — S.S. PANEL PIANO HINGE- — — BEAM PER PLAN FASTEN PER MANUF. I SCREW SS. L1x2xl /4 S.S. ANGLE STL COLUMN PER � 1 WOOD SCREW 1;4"0x1_112" "THICK "0 PLAN WASHER W/ 1/4 2 NEOPRENE CMU WALL PER WASHER PLAN 0 © , .. 22 GA. S.S. PERFORATED N.T.S. N.T.S. METAL PANEL WITH 1/4" ° STAGGERED HEXAGONAL _..._ ............................. .. ... — — — — — PERFORATIONS 0 0 ® o ® o (3) 1/4 "0 SELF- TAPPING SCREWS aN B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O Q' 0 °0 °0 °0 °0° 0 °0 °0° 0 n� 00°0° 0 0 0 0 0 0 0 0 0 0 0 0 °000° O O O �o°°o °o° 0 °0 °0 N / _ O O o °o °0 °0 °0 °0 °0 °0 °0 °° \ O O O o °o °o °o °° °o °o °o °o °o °o °o °o °o °o o °o° ? q o O \ '00o000000000000000000000000000 op0 °000 °000000000 °0000000 ° STL ANGLE PER PLAN -- O °00000000 o o O O O 0°00 °0 °0 °0 °0 ° ° °0 °0 °0 °0 °0 °0° ° 0 _ 0 0 0 0 0 0 � 0°00 0 oopp 0 o O O� p1 a O O O O O O 0 O O o O O O O O O O O O O O O O O O O O O O O - O 0 0 0000000000 00 O O/' in TO _ O O O O O O �- - - — T. 0. BO JAMB AT COLUMN CMU WALL — 22 GA. S.S. PERFORATED CMU WALL 1/4 "0 x1-1/2" CONCRETE METAL PANEL WITH 1/2" SCREW W/ 1/4" THICK 2"0 STAGGERED HEXAGONAL STL COLUMN PER PLAN NEOPRENE WASHER 6' -7;1 PERFORATIONS PERFORATED MTL ASSEMBLY WHERE TRASH ENCLOSURE SCREEN OCCURS SCALE: 1" = 1' -0" EX -SCRN -005 CORRUGATED PANEL PER PLAN EDGE BAND AT PERIMETER OF STL ANGLE PER PLAN CORRUGATED METAL @HIGH AND SLOPED PIANO HINGE - GATE IN OPEN FASTEN PER MANUF. p POSITION SIDES @LOW SIDE STL COLUMN PER \ 9tluk PLAN FASTENER PER \ STRUCT SADDLE FLASHING F AT ALL EXPOSED BEAM r STEEL ANGLE AND ENDS " FASTENER PER STRUCT Z (7 = Q � T BEAM PER PLAN V -- a - a — $ a 2 L 211 FACE OF SECONDARY BEAM WHERE OCCURS SADDLE FLASHING AT ALL EXPOSED BEAM ' STL COLUMN ABOVE ENDS 4" CMU WALL PER PLAN OA JAMB AT WALL BEAM PER PLAN 14 GATE JAMBS @ T.E. BEAM FLASHING SCALE: 3" = V -0" EX- GATE -005 1 1/2 " =1' -0" EX- BEAM -015 OFFICE OF THE STATE FIRE RSHAL APPROVED FIRE. ONLY Reviewed by �� -•�°g- -..... APR 2 7 2012 approval of tbis r, jail &as not awtlrarize,ar tppi n+ e anv oilliss ion nr deviation froin F,nalapprovaltg�ubjeet �� ARC ti�J pplioablLrogulattona ahotdinspection ofleRetof approved plana E 11hi•available oil tiie nroi act 61, at eil "+_ * No. C25165 z tP 01 -31 -I3 OQ OF GA\_)� REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. ACAD FILE NO. AS'2.2 Stephen Dalton Architects, INC. ` 444 South Cedros .Studio 182 PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: i^' `j- FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS AS -2.2 CITY PROJECT NO: Solana Beach. CA. 92075 2F'5 t: 858.792.5906 / t: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: TRASH ENCLOSURE DETAILS SHEET i' OF //S 04/09/2012 100% CD COLUMN PER MANUFACTURER PAVING PER LANDSCAPE / FASTENER PER / MANUFACTURER J d �I �I I I a a 1 I L a a L 4. 4 4 �. D. a SHADE STRUCUTRE TO BE DESIGNED SO THAT ALL FOOTING PER FASTENERS / CONNECTIONS AT BASE TO BE BELOW MANUFACTURER GRADE AND CONCEALED BY LEVEL HARDSCAPE C B A 24' -8" I7I fn It s "•; < »rg <f s, sss to 3 5UU IN tLtVA I IUN 4 �\ 2 + j U 14.._10.. m v � E Y ✓may �fUC «� i A D i B COLUMN BASE 3" =1' -0" EX -COL -017 fil REVISIONS APPROVED DATE I SUB - CONSULTANT 4 WEST ELEVATION 1/4" = V -0" A B C I NORTH ELEVATION �� SDA PROJECT NO. 0902 ACAD FILE NO. A2.3 V CITY PROJECT NO i L ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY. Solana Beach . CA. 92075 t: 858.792.5906 / t: 858.792.5916 DATE: ENGINEERING BY: DATE: C 10' -9" naft SHADE STRUCTURE PLAN 11' -7" 1 24" C 8 n q Yi EAST ELEVATION 1/4" = V -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION DATE: DATE: 04/20/2012 DATE: FIRE OFFICE OF THE STATE APPROVED FIRE Reviewed by SHADE STRUCT KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 1❑ LINE OF ADJACENT CONCESSIONS /RESTROOM BUILDING SHADE STRUCTURE TUBE STEEL COLUMN PER MANUFACTURER 3❑ TENSILE SHADE SAIL PER MANUFACTURER 4❑ CONCRETE CURB, SEE CIVIL AND LANDSCAPE DWGS ❑5 EXTENT OF FIRE ACCESS LANE PEDESTRIAN RAMP F71 RETAINING WALL, SEE CIVILAND LANDSCAPE DWGS 8❑ ACCESSIBLE TABLE 9❑ 30" x 48" ACCESSIBLE SEATING 10 PROPOSED GRADE 11 FOOTING PER SHADE SHADE STRUCTURE MANUFACTURER GENERAL NOTES 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR SHADE STRUCTURE ASSEMBLY 2. DEFERRED SUBMITTAL. CONTRACTOR TO PROVIDE ENGINEER AND PERMITS. 3. COLOR OF SHADE SAILS AND POSTS: POSTS: BLACK LARGE SAIL: DESERT SAND SMALL SAIL: DESERT SAND PROVIDE MANUFACTURER SAMPLES FOR FINAL APPROVAL OF COLOR SELECTION PRIOR TO CONSTRUCTION. .Y APR 2 7 2012 Approval of this plan does not authorize o Appitmve any atrtissien a1- deviation from rp fnguiatlatlm Final approval is su 3jecl 0 1 ari One set ofapprovedpd ns +sail ho evadable on tba nraieet site at all . m, - PARKS & RECREAT MOONLIGHT STATE BEACH IMPROVEMENTS SHADE STRUCTURE AND DETAILS llic E � 0ql 0 * ' N6.C25166 z 01 -31 -1 OQ2 OF CAS\, DRAWING NO. AS -2.3 SHEET R OF //b 04/09/2012 100% CD 04/09/2012 100% CD GENERAL HANDRAIL NOTES HANDRAILS MUST EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE (PARALLEL ( RAI LIP G NEW RAILING TO LANDING SURFACE) BEYOND 1' -0" 1' -0" BOTTOM OF THE RAMP ENDS BEFORE 1 1/2" DIA. GALV. POST POST - MOUNTED ISA 12' THEY ARE RETURNED. 1/2" RADIUS 1/2" RADIUS PARKING SIGN WHERE THE EXTENSION OF THE ° BLUE ° BLUE PER DETAIL: 5C — HANDRAIL IN THE DIRECTION OF THE RAMP RUN WOULD CREATE A HAZARD, WHITE WHITE m THE TERMINATION OF THE EXTENSION FINISH GRADE MAY BE MADE ROUNDED OR 4' -6" RETURNED SMOOTHLY TO A FLOOR, REFLECTORIZED SIGN REFLECTORIZED SIGN CURB RAMP - SEE WALL OR POST. CONSTRUCTED OF CONSTRUCTED OF 2/AS -2.4, 3/AS -2.4 AND TT� PORCELAIN STEEL W/ ° PORCELAIN STEEL W/ I!Mi� CIVIL DWGS. NO THROUGH BEADED TEXT OR EQUAL BEACH ACCESS BEADED TEXT OR EQUAL SITE ACCESS TO AND PRECAST CONCRETE —SEE LANDSCAPE DWGS. FOR RAMP �� C �� STREET BEACH PARKING o CAR BUMPER AND HANDRAIL DETAILS. AT B STREET HATCHING STRIPES WITHIN 5'-0" w w ° MIN. 1" HIGH ❑ ❑ ° MIN. 1" HIGH ,..,.., z LOADING AISLE SHALL BE WIDTH i- LU LETTERING, WHITE Lu w LETTERING, WHITE g 3' -0" O.C., BLUE HANDRAILS MAY PROJECT INTO THE z j Z� Z z z�z� _ I ( l t ............. , ° o REQUIRED WIDTH A DISTANCE OF 3 -1/ FROM EACH SIDE OF A RAMP. OTHER g – � o F o � o o a m PROJECTIONS, SUCH AS TRIM AND 03 m ¢ m CO 4 BLUE BORDER SIMILAR DECORATIVE FEATURES, MAY WALKING SURFACE 1 -1/2" 0 GALV POST- SEE 0 ¢ WALKING SURFACE 1 -1/2" 0 GALV POST- SEE a a 'S D PROJECT INTO THE REQUIRED WIDTH 1 -1/2" ON EACH SIDE. 4/AS -2.4 FOR SIGNAGE 4/AS-2.4 FOR SIGNAGE BASE DETAIL. BASE DETAIL. 4. V -0" DIA. CONCRETE 11 I FOOTING - SLOPE TOP TO No pA° RMa DRAIN. RAMP WIDTH O PARKING AND ACCESS LOCATOR SIGN O PARKING AND ACCESS LOCATOR SIGN ° `W ° N HANDRAILS AT RAMP. SEE ..... 4, -6„ i'NO PARKING" IN 12" LANDSCAPE DWGS. 1' -0,� – 5' -0" MIN HIGH, HITE LETTERING 2" MINIMUM HIGH 9 ( j 9' -0 "MIN 8' -0" @ VAN WARNING CURB 1/2" RADIUS 112" RADIUS - z ADJACENT HAZARD N ° BLUE BLUE WHITE o io I w ACCESSIBLE SYMBOL PAINTED ON PAVING, WHITE Pd mm SEE DETAIL 5B PARKING SHALL COMPLY SEE LANDSCAPE SCAPE DWGS. FOR RAMP DETAILS COMPLY WITH ALL REFLECTORIZED SIGN REFLECTORIZED SIGN CONSTRUCTED OF o t I- WITH ALL CURRENT ACCESSIBILITY STANDARDS CURRENT ACCESSIBILITY WARNING CURB EDGE PROTECTION STANDARDS ? DIRECTIONAL ARROW, - CONSTRUCTED OF PORCELAIN STEEL W( WHITE. VERIFY DIRECTION r � PORCELAIN STEEL W/ COORDINATE WITH CIVIL DWGS. FOR ACCESSIBLE PARKING DETAIL. BEADED TEXT OR EQUAL NO THROUGH FROM LOCATION TO BEADED TEXT OR EQUAL RAMP HANDRAIL SIGNAGE BASE DETAIL ACCESSIBLE PARKING SITE ACCESS TO DESTINATION. BEACH — 0 NOT TO SCALE EX- ADA -008b "B" STREET 0 w NOT TO SCALE EX -ADA -024 1/8" = 1' -0" EX -ADA -023 111 ❑ ❑ o MIN. 1" HIGH z z WHITE, MIN. 1 "HIGH U.1 LETTERING, WHITE Z ❑ Z ❑ 17" MIN 36" RAMP " 1 -0 z z O– 0 LETTERING zOZO 2 2 5`G m0 0¢ ° a �N o ¢ a �y WALKING SURFACE 1 -1/2 0 GALV POST- SEE WALKING SURFACE 1 -1/2" 0 GALV POST- SEE @ @) 4/AS -2.4 FOR SIGNAGE 4/AS -2.4 FOR SIGNAGE BASE DETAIL. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ter: ,ht ACCESSIBLE SPACES NOT , �G e BASE DETAIL. 00 S` O PARKING AND ACCESS LOCATOR SIGN DISPLAYING DISTNGUISNING m PLACARDS \0 Op DIRECTIONAL SIGN: BEACH OR SPECIAL LICENSE �00� �O SURFACE SLOPE OF RAMP DOES NOT ROSS SLOPE OF RAMP). pQ� CROSS SLOPE OF RAMP SURFACE Z PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE N TOWED AWAY AT OWNER'S ,/� 3/4' 5� DOES NOT EXCEED 1:50 GRADIENT EXPENSE. TOWED VEHICLES MAY RECLEAIMED AT O PARKING EMBLEM RAMP SECTION DOES NOT EXCEED MAX. ALLOWABLE LENGHTS. 9" (address) GROOVED BORDER DETAIL OR BY TELEPHONING 1" HIGH LETTERING INTERMEDIATE LANDINGS AREA 1/2" RADIUS (teI number). GROOVED BORDER MINIMUM OF 60" LONG IN THE RAMP BLUE FILL IN ADDRESS & PHONE tD MUST BE ON THE LEVEL DIRECTION. INTERMEDIATE LANDING ARE AT LEAST AS WIDE AS THE REQUIRED ° WHITE NUMBER POST SIGN @ 1/2" RADIUS o 0 0 0 0 0 o 0 0 0 0 0 0 0 SURFACE AT THE TOP 0 0 0 0 0 0 0 0 @ @ @ @ @ @ OF THE RAMP DIRECTIONAL ARROW, ENTRANCE TO LOT OR o 0 0 0 0 o GfIG� O O O O O O S1pU RAMP WIDTH. SURFACE SLOPE OF LANDING DOES WHITE. VERIFY REFLECTORIZED SIGN ORIENTATION ° BLUE @EACH ACCESSIBLE O O O O O° O° EA OB 0 0 0 0 0 O NOT EXCEED 1:50 GRADIENT (2 %) IN CONSTRUCTED OF SPACE WHITE o @ @ @ @ @ @ 1PI OR ANY DIRECTION. PORCELAIN STEEL W/ o LU ° BEADED TEXT OR EQUAL WARNING SIGN 0 - O O O @ @ @ @ BOTTOM LANDING IS A MINIMUM OF z z REFLECTORIZED SIGN o o Qo Qo 0@ ° Qo �_ a LONG IN THE RAMP DIRECTION. ? O ? O RESERVED CONSTRUCTED OF ¢ BO BOTTOM LANDING IS AT LEAST AS 2- MINIMUM FINE PORCELAIN STEEL W/ $250 _ WIDE AS THE REQUIRED RAMP � O ¢ BEADED TEXT OR EQUAL o AT TOP WIDTH. a WALKING SURFACE 1 -1/2" 0 GALV POST @ w w VAN A B "VAN ACCESSIBLE" 1 11/16" APART CURB RAMP RAMP SHALL COMPLIY WITH CBC 20101133B.5 RAMPS AND FIGURES 11 B -38 AND 1113-39a. IR O DECTIONAL PATH OF TRAVEL SIGN z z WHERE INDICATED z O z O MIN AREA OF SIGN M SHALL BE IN TYPICAL PLAN 0.2, NOTE: SHADED AREA OF RAMP MUST HT. HAVE DETECTABLE WARNING SURFACE 70 SQ °m J a WALKING SURFACE 1 -1/2" 0 GALV POST -SEE TYPICAL SECTION A -A SEE LANDSCAPE DWGS. FOR RAMP DETAILS COMPLY WITH ALL CURRENT ACCESSIBILITY @ (dj BASE .4 FOR SIGNAGE PARKING SIGN BASE DETAIL TRUNCATED DOMES STANDARDS C O STRAIGHT RUN RAMP DIRECTIONAL SIGNAGE PARKING SIGNAGE CURB RAMP SURFACE 2 NOT TO SCALE EX- ADA -004b NOT TO SCALE EX -ADA -021 NOT TO SCALE EX- ADA -001 NOT TO SCALE EX- ADA -007b NOTE: IF X IS LESS THAN 48" THEN THE SLOPE OF THE FANNED OR FLARED 91 SIDE MAY NOT EXCEED 1:12 (8.33 %) 1' -4" 1/2" RADIUS 1/2" RADIUS N BLUE ° ° SURFACE OF WHITE WHITE OrNEH OBSrflUCNIOTE: CROSS SLOPE OF RAMP O FLARES 00 REFLECTORIZED SIGN WALL LANDING AREA DOES NOT RESISTANT & DIRECTIONAL ARROW, CONSTRUCTED OF N BEACH WHEELCHAIR REFLECTORIZED SIGN EXCEED 2% IN ANY DIRECTION CONTRASTING FROM ADJACENT WHITE. VERIFY DIRECTION PORCELAIN STEEL W/ BEADED TEXT OR EQUAL FROM SIGN LOCATION TO OBSERVATION AVAILABLE AT CONSTRUCTED OF PORCELAIN STEEL W/ SIDEWALK FINISH X DESTINATION DECK LIFEGUARD STATION BEADED TEXT OR EQUAL 48" MIN. TEL: (XXX) XXX XXXX WIDTH u a "NO BEACH w w o WHITE, MIN. 1 "HIGH jdlf,;p•. tl ACCESS'' WHITE, MIN. 1" HIGH z z LETTERING. VERIFY TELEPHONE NUMBER 12" 1/2" LIP W/ 45° BEVEL LETTERING z ❑ z ❑ 2 O � 0 ° 10 0/0 M , o ❑ MIN AREA OF SIGN '°° oo CO _ , 0 SEE DETAIL 2/AS -2.4 FOR I w W SHALL BE 70 SQ IN a0 WALKING SURFACE 1 -1/2" 0 GALV POST- SEE TRUNCATED DOMES DETAIL Z ❑ z ❑ @ @ 4/AS-2.4 FOR SIGNAGE GROOVED BORDER MUST BE 0 2 0 1 -1/2" 0 GALV POST - SEE BASE DETAIL. ON THE LEVEL SURFACE AT o t o 4/AS -2.4 FOR SIGNAGE - 0 rn 0 BASE DETAIL. BEACH /SAND WHEELCHAIR AVAILABILITY THE TOP OF THE RAMP ° 3 WALKING SURFACE NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SrcD AR�y SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67% �� N E . /J DIRECTIONAL SIGN: OBSERVATION DECK OFFICE OFTHE STATE FIRE MARSHAL COORDINATE WITH CIVIL DWGS. FOR CURB-CUT BID ALTERNATE 1 APPROVED FIRE IC ONLY RAMP CONSTRUCTION COMPLY WITH ALL * No. C25166 Reviewed by CURRENT ACCESSIBILITY STANDARDS 9oF DIRECTIONAL SIGNAGE SAND WHEELCH k!GNAGE CURB -CUT RAMP 3 CA��NOT TO SCALE EX -ADA -021 I NOT TO SCALE ADA -022 NOT TO SCALE EX- ADA -006b REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO, ARCHITECT APPROVALS gpi lo, fthisplan does not uthorizeor CITY OF ENCINITAS -PARKS &RECREATION DRAWING NO. 0902 a e� v�inlsslonoidevt tonf'rom -„ Stephen Dalton Architects, INC. 444 SouthCedros.Studio182- :it: PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: p1-17AT ts>uia¢toa Nina a 0,]F'11,1 ii4 ot9 Onesetof lhi.atatlableon the olole prova tssu lect roved plans ttsiwitall ttglee MOONLIGHT STATE BEACH IMPROVEMENTS AS -2.4 ACAD FILE NO. AS -24 Solana Beach . CA, 92076 BY: CITY PROJECT NO: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: SITE DETAILS SHEET i,. OF //B 04/09/2012 100% CD 04/09/2012 100% CD OFFICE OF THE STATE FIR SHAL APPROVEDFIRE LY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from ;pplicableregulations Final approval is subject to field inspection, One set of approved plans =i1 11 be available on the nroiect site at all bale, 1 3 1 0 4 2 4 Q V 1 1/2' DIA GRAB BAR d iq a 30" x 40" d ° 1?�, MIN. CLEAR ° 2 INTERNATIONAL SYMBOL OF . /8 dpi SPACE ACCESSIBILITY DECAL ° �p UPPER SHOWERHEAD — d Z F- OPERATOR as 0a00F& % , � wa 4 s-0 to +— _ "x �� » M LJ LOWER SHOWERHEAD i0900660600 ow %, i, a aI s 4 1000& 0 a00a0 a!�sa,,,,6 Go see a OPERATOR .,, ;. 41" .., ::: ^0 a 00049a 40' 0 0060 0 0000 A' i dd _ SAND.,'... ? 00060 iTROUGHDRAIN Q00aa06 0 o e hoo 00 a: 9 0 0'a V 1 00 Z_ 0 0 a 6604 0400006 s 4 0 1ffi xE ° a so es 60v,a4, so 060 O's 0* 11, ,:E *. - - -N a ° CONCRETE. PAVING ° co DETECTABLE WARNING 9 d M STAINLESS STEEL COLUMN SHOWER PLAN 1 ' TYP. As -zs DOME GRATE NOTE: TROUGH / — LINE INDICATING O PROVIDE A MINIMUM DIAMETER OF60" X27" ''` FLOW i 6 MIN. CLEARANCE � HIGH CLEAR SPACE AT ACCESSIBLE SHOWER ON BARRIER FREE PATH OF TRAVEL �� U m II 6.. I N BEACH RINSE SHOWER z SCALE: 3/4" = V -0" EX -SHWR -001 5 r 17" MIN. N 1/2- 13UNCX6" LONG ANCHORS 4X, PER STEEL COLUMN VENT PIPE, PER MANUF MANUFACTURER SHOWER RECOMMENDATION Z DOME GRATE ° _ ". .4 '.5 SAND p FILL WITH POUROUS MAIL 44 °' DRAIN TO ALLOW SEEPAGE TO REACH WEEP HOLES 30" SQUARE MIN. CONCRETE PAVING "' CONCRETE SLAB SLOPE PER CIVIL SIDE ELEV� 4. �d HEAVY DUTY ACCESS ,� °.. A " PANELS WITH VANDAL BASE WITH INTEGRAL RESISTANT SCREWS < d C — _ _ DRAIN/VENTASSEMBLY_ PER MANUF . L -- — o N dI J ° G VENT PIPE ° e d` a.' ° d ° ° ° PIPING TO SAND /OIL d " 9 INTERCEPTOR, SEE CIVIL °' Q' / d °° '� RGyi�. '" " ° ''..DRAWINGS AIR GAP PROVIDED S�D E d' ° ° ° FOR CORROSION — — — — — — — — — — — — V A� �9 F CONCRETE PROTECTION 1R MIN.. : * N9. C25166 z FRONT ELEV cn Q SHOWER BASE DRINKING FOUNTAIN OF CAO��Q 1 -1/2" =1' -0" EX -SHWR -003 SCALE: 3/4" = V -0" EX -DRKG -001 REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0FIL ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH ACAO FILE No. AS -25 444 South Cedras .Studio 162 Solana Beach. CA. 92075 :at: gY: BY: BY: h. BY: - BY: IMPROVEMENTS AS -2.5 CITY PROJECT NO: 658.792.5906 / f: 858.792.5916 DATE: DATE: DATE: DATE:. 04/20/2012 DATE: SITE DETAILS SHEET 04/09/2012 100% CD A B C D E F G H J K L M N P Q R 3 L19 L20 L21 L22 L23 L24 1 - - -- - - - - -- ------ - - - - -- — - - - - - -- - - - - -- -- - - - - -- -- - -- - -- - -- — -- ---- - - - - -- ----- - - - - -- - -- — -- L ------ - - - - -- -------- - - - - -- -- ------- - - - - -- -- - - - - - -- MM MM 1 u T.O. SLAB: T.O. +1.65 O. SLAB. I LA V I € n 11 ............................... .... / +1.21 +.88 z y _ .... — _ _... _ ..._. _. _ _ . j .._ _ __ _ ._ ___._�... _.._..Y, j _. ., „, r� 3'� �� T /1 f11 A 11. / 1 H '% 1 / ... i � .... ............ :( I C14: �.. ,.....� .. .../ .... .... ... .... .......... ... .,... ,...�...........1 ._ / ...... �.... ,....... .... . -- - -- (D SLAB PLAN 1/4" = 1' -0" REVISIONS I APPROVED I DATE I SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al-10 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.7925906 / f: 858.792.5916 PUBLIC WORKS RV• DATE: SLAB PLAN KEYNOTES LEGEND GENERAL NOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE �� A. PERIMETER OF TOPPING SLAB = EL: 20.00, TYPICAL. TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED SEE LANDSCAPE DRAWING 1_1 -3 THIS ELEVATION ASSUMED +0" FOR REFERENCE OR NOT. ® 5 CONTROL JOINT E WOMEN'S B. SLOPE SLAB TO DRAINS AS INDICATED. MIN. SLOPE _ 1% / MAX. SLOPE - 2% LLJ l 14 I 2❑ OOLD JOINT (CHANGE IN FINISH) INTERIOR FINISH SCHEDULE SHEET A -5.1 C. REF. FINISH SCHEDULE, SHT. A5 -2, FOR SLAB FINISH +011 FOR ADD'L INFORMATION (U.O.N.) ❑3 SLAB COLOR & FINISH TO MATCH ADJACENT EXTERIOR CONCESSIONS HARDSCAPE. REF LANDSCAPE DWGS. nom/ D. REF. FLOOR PLAN FOR DIMENSIONS OCCURS ❑4 CONCRETE SEAT PER INT. ELEVATIONS. E. REF. STRUCTURAL DRAWINGS FOR ADDITIONAL 5 FLOOR DRAIN PER PLUMBING DWGS. INDICATES DIRECTION OF SLOPE INFORMATION 6 TRENCH DRAIN PER PLUMBING DWGS. F PROVIDE CONTROL JOINTS IN C.I.P. CONCRETE NOT TO EXCEED 20' IN ANY DIRECTION. SUBMIT SHOP DRAWING RESTROOM TO ARCHITECT FOR REVIEW. I H.P.: +011 1% DRY STORA (EL: 20. 00) H.P.: +0” 6 ZH.P.: +0" 3 - - - - - _..__� __.. _.... I ......... (EL 20.00) __._... _. .. _.... _.. _..... .. (EL 20.00) As., H.P.: +O" L1s 1% € � � - - _..... . ..... _. (EL: 20.00) T.O. SLAB: T.O,:.SLAB B 7:0. $irA� ' T.O. T,O, SLAB; RENTALS +2.44" 2 4 +2,08" +2 08" +2.08" j 6 METERS MEN'S RESTROOM 2 1% io ® — o a^ 1 1% 12 j—► 1% ...- -. € 1 € - t MEN'S WOMEN S RR -1 � RESS DRESSING ENTRY ENTRY D SSING R© 1 € O6 t 5 . _ a _ 3 �3 , L 5 >t, ,.. I 9 5 — — — — ., .... .................... _ ,,. ,_.... .............. A -6.1 SIM BBC i / f €y' rf F ....:... .• E ... ... ,. 8 LE T.O. SLAB: +0" A -61 1 (EL: 20.00) TYP. 2 3 Al -3.2 @ PERIMETER A1-3.2 A7 -3.2 1 Ai -3.3 2 A7-3.3 SLAB PLAN 1/4" = 1' -0" REVISIONS I APPROVED I DATE I SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al-10 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.7925906 / f: 858.792.5916 PUBLIC WORKS RV• DATE: SLAB PLAN KEYNOTES LEGEND GENERAL NOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE MATCH ENHANCED CONCRETE PAVING, A. PERIMETER OF TOPPING SLAB = EL: 20.00, TYPICAL. TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED SEE LANDSCAPE DRAWING 1_1 -3 THIS ELEVATION ASSUMED +0" FOR REFERENCE OR NOT. CONTROL JOINT E INTEGRAL COLOR CONCRETE TOPPING B. SLOPE SLAB TO DRAINS AS INDICATED. MIN. SLOPE _ 1% / MAX. SLOPE - 2% SLAB, SEE STRUCTURAL DRAWINGS AND 2❑ OOLD JOINT (CHANGE IN FINISH) INTERIOR FINISH SCHEDULE SHEET A -5.1 C. REF. FINISH SCHEDULE, SHT. A5 -2, FOR SLAB FINISH FOR ADD'L INFORMATION (U.O.N.) ❑3 SLAB COLOR & FINISH TO MATCH ADJACENT EXTERIOR HARDSCAPE. REF LANDSCAPE DWGS. VALLEY (OR RIDGE), WHERE D. REF. FLOOR PLAN FOR DIMENSIONS OCCURS ❑4 CONCRETE SEAT PER INT. ELEVATIONS. E. REF. STRUCTURAL DRAWINGS FOR ADDITIONAL 5 FLOOR DRAIN PER PLUMBING DWGS. INDICATES DIRECTION OF SLOPE INFORMATION 6 TRENCH DRAIN PER PLUMBING DWGS. F PROVIDE CONTROL JOINTS IN C.I.P. CONCRETE NOT TO EXCEED 20' IN ANY DIRECTION. SUBMIT SHOP DRAWING TO ARCHITECT FOR REVIEW. APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE BY: BY: BY: ^'�` 1V BY: DATE: DATE: DATE: 04/20/2012 DATE: B FLOOR DRAIN, SEE PLUMBING DRAWINGS TRENCH DRAIN, SEE PLUMBING DRAWINGS OFFICE OF THE STAT FIR ARSHAL APPROVED F1 NICONLY Reviewed by' AR APR 27 2912 _j Approval of this plan does not authorize or N C25166 approve any omission or deviation from * ' o. z applicable regulations Final approval issubj00 to field inspection. OneAetofapproved lw hall be available on the oteleet site ata1fi�F' 01 -31 -13 OF CAS\ CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS Al -1.0 RESTROOM AND CONCESSIONS - SLAB PLAN 2 SHEET 'R OF//g 04/09/2012 100% CD 1 Al -2.1 GROUND FLOOR PLAN Z 1 1 /4" - 1' -0" FLOOR PLAN KEYNOTES WALL LEGEND IT / DATA LEGEND GENERAL NOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND INTERIOR 2 x 6 WOOD STUD WALL, SEE 1. DETAIL REFERENCES ARE CONSIDERED "TYPICAL" ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER STRUCTURAL DRAWINGS FOR SPACING RJ45 JACK (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A AND ADD'L STUD PROFILES /SPACING AT 000 PROVIDE 2" PVC CONDUIT FROM FIBER WHETHER REFERENCED OR NOT. COMPULATION OF ITEMS FROM ALL FLOOR PLANS. SHEAR LOCATIONS ENCLOSURE / NETWORK CABLING PATCH ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. PANEL TO EACH JACK SEE SHEET A -5.2 FOR ACCESSORY SCHEDULE 1❑ LINE OF TOP OF WALL ABOVE 1277MMI, EXTERIOR 2 x 6 WOOD STUD WALL, SEE 2" PVC CONDUIT TO CARRY (3) CATEGORY 6 STRUCTURAL DRAWINGS FOR SPACING NETWORK CABLE EACH. ❑2 NOT USED AND ADD'L STUD PROFILES /SPACING AT SHEAR LOCATIONS ❑3 NOT USED 2 x 4 WOOD STUD @ 16" O.C. FURRING ❑4 30" x 48" CLEAR SPACE WALL 5❑ 5' -0" 0 CLEAR TURNING CIRCLE CAST IN PLACE CONCRETE WALL 5 ❑6 WATER HEATER ON 18" RAISED WOOD PLATFORM LINE OF WATERPROOFING AND FOUNDATION DRAINAGE CONCRETE MASONRY WALL SYSTEM AT RETAINED EARTH ❑8 UTILITY METER ❑9 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET PER 12/A -6.8 10 (NOT USED) OFFICE OF THE STATE FIR ARSHAL 11 ELECTRICAL PANEL APPROVED FIR IC ONLY 2eviewed by 12 FLOOR DRAIN - 1/2" MAX. OPENING IN STRAINER StiD ARC? 13 TRENCH DRAIN W/ GRATE. REF. PLUMBING APR 2 7 2012 ��Q �N E • �9! iFn ❑ PLYWOOD BACKBOARD PER SPECS. SECURE TO CMU r ti o 14 � royal of this plan does not authorize or WALL. ppfnvr, any omission or deviation from * " N6. C25166 z opllabletaguiations Final approval is subject (f1 �� 15 FIBER ENCLOSURE / NETWORK CABLING PATCH PANEL It h,Ifl useable n the ni of approved site t Ml 1plans It111.1t n bF e�nailabte an the ereiecf arie at Pl I , ' ^ -.' 01 -31 -13 COQ` PER SPECS. SECURE TO PLYWOOD BACKBOARD. OF cap 16 RJ45. SEE IT /DATA LEGEND. REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE ACAD FILE NO. MOONLIGHT STATE BEACH Stephen Dalton Architects, INC. Ai 11 444 South Gedros . Studio 782 - BY: BY: BY: BY: rya• icr BY: IMPROVEMENTS Al -1.1 CITY PROJECT NO: Solana Beach . ca. 92075 t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: RESTROOM AND CONCESSIONS — FLOOR PLAN SHEET t OF //S 04/09/2012 100% C (D c REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT 0902 PUBLIC WORKS ACAD FILE NO. Stephen Dalton Architects, INC. Al-1.2 444 South Cedros . Studio 182 BY: CITY PROJECT NO: Solana Beach . CA. 92075 1: 858.792.5906 / f: 858.792.5916 DATE: LOW ROOF KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF ITEMS FROM ALL FLOOR PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ LINE OF CANOPY BELOW 2❑ NOT USED ❑3 BIRD DETERRENT AT CONC. WALL PARAPET ❑4 PARAPET WITH SHT. MTL. PARAPET CAP - MATCH METAL ROOFING HBUILD UP CURB AT INSIDE CORNER & PROVIDE CONTINUOUS SHT. MTL. PARAPET CAP ❑6 DOWNSPOUT - CONNECT TO WALL PER 121A-6.1 ❑7 ROOF DRAIN WITH OVERFLOW PER 5/A -6.1 ❑8 ROOF DRAIN & THRU WALL OVERFLOW SCUPPER PER 11/A -6.1 CRICKET- BUILD UP WITH WD. FRAMING OR RIGID INSULATION 10 WALL - MOUNTED LIGHT FIXTURE BELOW 11 LADDER 12 REMOVABLE RAILS 13 MECHANICAL FANS 14 WD. FRAMING 15 GYP BD O/ WD FRAMING - SLOPE PER PLAN APPROVALS ENGINEERING BUILDING & PLANNING I PARKS & RECREATION m DATE: M DATE: rsl' *8 WALL LEGEND INTERIOR 2 x 6 WOOD STUD WALL, SEE STRUCTURAL DRAWINGS FOR SPACING AND ADD'L STUD PROFILES /SPACING AT SHEAR LOCATIONS EXTERIOR 2 x 6 WOOD STUD WALL, SEE STRUCTURAL DRAWINGS FOR SPACING AND ADD'L STUD PROFILES /SPACING AT SHEAR LOCATIONS .,,,,,,,,,,,,,,,, „,,,,,, 2 x 4 WOOD STUD @ 16” O.C. FURRING WALL FIRE CAST IN PLACE CONCRETE WALL CONCRETE MASONRY WALL CITY LEGEND INTEGRAL COLOR CONCRETE. W/ WATER- REPELLENT FINISH BUILT -UP ASPHALT ROOFING. JOHNS MANVILLE, CLASS W ASSEMBLY (UL: R10167) GENERAL NOTES 1. ROOF SLOPE INDICATED ON ROOF PLAN. 2. SHEET METAL SHALL MATCH METAL ROOFING MATERIAL. 3. ROOF FINISH TO BE NON- REFLECTIVE BIRD DETERRENT NETTING, INDICATES 4. A CLASS A ROOF ASSEMBLY SHALL BE INSTALLED. ENTIRE ROOF WELL PERIMETER. BUILT- UP ROOFING PER UL:R10167 AND STANDING PROVIDE ACCESS ZIPPER TO ROOF DRAINS SEAM METAL ROOFING PER UL:R21078 OR EQUIVALENT. AND MECHANICAL EQUIPMENT 5. ROOF SLOPE IS INDICATED ON PLAN. MINIMUM ROOF SLOPE ROOF SLOPE AT DRAINAGE CRICKETS IS 1/4:12. 6. ALL DETAIL REFERENCES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT OFFICE OF THE STATE FIZRk_h1ARSHA L APPROVEDFI NICONLY Reviewed by' APR 2 7 2012 Approval orthisplan does not authorize or ppr «� Bay atnissioc of deviation from pl+uod131�, {sguiatiaua F1ual approval is sub beet n laid luspcctloa- Qna set of approved plain +o � avatlablc on the artiest site at all piznwF REATION MOONLIGHT STATE BEACH IMPROVEMENTS DATE: 04/20/2012 I DATE: I RR /C - CLERESTORY, ATTIC AND LOWER ROOF PLAN D ARCy�� o * ' N6. C25166 z 01 -31 -13 OQZ OF CA\-�F DRAWING NO. Al -1.2 SHEET '[ OF 04/09/2012 100% CD D REVISIONS A i B C D E F G H J TT M N TT REFLECTED CEILING PLAN 1 1/4" = 1' -0" APPROVED I DATE I SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al -1.3 CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182. BY: Solana Beach . CA, 92075 t: 858.792.5906 / 1: 858.792.5916 DATE: ENGINEERING BY: DATE: RCP KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL CEILING PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ WALL - MOUNTED LIGHT FIXTURE ❑2 MECHANICALDUCT SECTIONAL DOOR TRACK 4] SECTIONAL DOOR OPERATOR 5] SECTIONAL DOOR TRACK & OPERATOR SUPPORTS ❑6 TRANSLUCENT PANEL SKYLIGHT DOWNSPOUT - MATCH METAL ROOFING ROLL -UP COUNTER DOOR HOUSING. SIZE DOORS TO 6 COVER ENTIRE WINDOW COMPLETELY ❑9 STEEL CANOPY FRAMING - HDG & EPDXY COAT 10 SOFFIT VENT 11 GUTTER 12 GLULAM BEAM 13 WOOD LOUVER CANOPY INSERT APPROVALS BUILDING & PLANNING PARKS & RECREATION h, BY: BY: K u BY: DATE: DATE: 04/20/2012 DATE: WALL LEGEND INTERIOR 2 x 6 WOOD STUD WALL, SEE STRUCTURAL DRAWINGS FOR SPACING AND ADD'L STUD PROFILES /SPACING AT SHEAR LOCATIONS EXTERIOR 2 x 6 WOOD STUD WALL, SEE STRUCTURAL DRAWINGS FOR SPACING AND ADD'L STUD PROFILES /SPACING AT SHEAR LOCATIONS 2 x 4 WOOD STUD @ 16" O.C. FURRING WALL CAST IN PLACE CONCRETE WALL CONCRETE MASONRY WALL OFFICE OF THE STATE FIR )w1ARSHAL Reviewed by ��j�[�* APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from applicabltn regulations Final approval is subject to field inspection One set of approved plans sh40 t1h Avallabie on the nroieetsite at all time FIRE R i I 2 D LEGEND GENERAL NOTES 1. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR INTEGRAL COLOR CONCRETE. W/ ADDITIONAL INFORMATION. WATER- REPELLENT FINISH 2. INSTALL ALL REQUIRED BACKING FOR LIGHT FIXTURE SUPPORTS GYP. BD. - FINISH PER INTERIOR FINISH SCHEDULE 3. PAINT ALL EXPOSED PLYWOOD AND ROOF FRAMING, EXCEPT GLULAM BEAMS. WD. FRAMING WITH PLYWOOD SHEATHING BEYOND -SEE INTERIOR FINISH SCHEDULE FOR ADD'L INFORMATION EXTERIOR PLASTER W1 MACHINE DASH & WATER REPELLENT FINISH IPE WOOD GRILL PANEL ® EXHAUST AIR REGISTER SURFACE MOUNTED FLUORESCENT -- LIGHT FIXTURE RECESSED FLUORESCENT LIGHT FIXTURE STRIP FLUORESCENT LIGHT FIXTURE R ® LED FIXTURE E Q q /J V�Q��D �� Op RECESSED LIGHT FIXTURE U o * ' No. C25155 z +01-0.1 DENOTES CEILING HEIGHT A.F.F. N� HD HEAT DETECTORS 9%�. 01 -31 -1 OQ �F CNO OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS Al -1.3 RR /C - REFLECTED CEILING PLAN SHEET ! OF, 04/09/2012 100% CD A 8 C D T F G T J K L M N P Q R TYP. OF 6 1 1 \J U mum 11 REVISIONS I APPROVED I DATE REFLECTED CEILING PLAN AT ROOF 1 1/4" = V -0" SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al -14 CITY PROJECT NO: , r r. rr r. ARCHITECT Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach . GA. 92075 t: 856.792.59061 f: 858.792.5916 PUBLIC WORKS LA DATE: RCP KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL CEILING PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. u WALL- MOUNTED LIGHT FIXTURE ❑2 MECHANICAL DUCT SECTIONAL DOOR TRACK 4] SECTIONAL DOOR OPERATOR H1SECTIONAL DOOR TRACK & OPERATOR SUPPORTS TRANSLUCENT PANEL SKYLIGHT 7] DOWNSPOUT - MATCH METAL ROOFING ROLL -UP COUNTER DOOR HOUSING. SIZE DOORS TO COVER ENTIRE WINDOW COMPLETELY ❑9 STEEL CANOPY FRAMING - HDG & EPDXY COAT 1Q SOFFIT VENT 11 GUTTER 12 GLULAM BEAM 13 WOOD LOUVER CANOPY INSERT APPROVALS ENGINEERING BUILDING & PLANNING BY: DATE: m DATE: PARKS & RECREATION BY: .1-4 a C y u DATE: 04/20/2012 _ \J _ \J _ `J I D WALL LEGEND LEGEND GENERAL NOTES INTERIOR 2 x 6 WOOD STUD WALL, SEE 1. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR STRUCTURAL DRAWINGS FOR SPACING ''a. INTEGRAL COLOR CONCRETE. W/ ADDITIONAL INFORMATION. AND ADD'L STUD PROFILES /SPACING AT WATER- REPELLENT FINISH SHEAR LOCATIONS 2. INSTALL ALL REQUIRED BACKING FOR LIGHT FIXTURE SUPPORTS EXTERIOR 2 x 6 WOOD STUD WALL, SEE GYP. BD. - FINISH PER INTERIOR FINISH STRUCTURAL DRAWINGS FOR SPACING SCHEDULE 3. PAINT ALL EXPOSED PLYWOOD AND ROOF FRAMING, AND ADD'L STUD PROFILES /SPACING AT WD. FRAMING WITH PLYWOOD SHEATHING EXCEPT GLULAM BEAMS. SHEAR LOCATIONS BEYOND -SEE INTERIOR FINISH 2 x 4 WOOD STUD @ 16" O.C. FURRING SCHEDULE FOR ADD'L INFORMATION WALL EXTERIOR PLASTER W/ MACHINE DASH & CAST IN PLACE CONCRETE WALL WATER REPELLENT FINISH OFFICE OF THE STATE F ARSHAL APPROVED IC ONLY CONCRETE MASONRY WALL IPE WOOD GRILL PANEL Reviewed A __.�_�. APR 2 7 2012 EXHAUST AIR REGISTER ® Approval this does " SURFACE MOUNTED FLUORESCENT anyo deviation frirn omission Approve any omission or deviation from L 1 LIGHT FIXTURE pplicableregulations Final approval is subject o field inspection One set of approved plans RECESSED FLUORESCENT LIGHT ail be available on the nroiecr site at all till' FIXTURE STRIP FLUORESCENT LIGHT FIXTURE �q AR m LED FIXTURE /><<!� QO RECESSED LIGHT FIXTURE * No. C25166 z +0-0" DENOTES CEILING HEIGHT A.F.F. rp Ho HEAT DETECTORS 9�� 01 -31 -13 OQ OF CN0 CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. FIRE MOONLIGHT STATE BEACH IMPROVEMENTS Al -1.4 BY: DATE: RR /C - REFLECTED CEILING PLAN SHEET # OF 04/09/2012 100% CD �I E 8 A-6.2 C O N m B 2 3 4 � -- 6 � 2' -0" d 4T' / T T 1 '-4T 24'-0" 16r_Or TYP. A -6.2 ---------- - - - - -- -- - - - -- ------------- - - ------------- 5 I TYP. A6.2 I I I U 11 6 -9" X 4' -0" II 8 76-2 A-- I I I 7 A -6.2 I I 2 q � I I � 2:12 I I � I � I I 7•_0•• 4'_0�r I 6 G I I I I I I I � I I I I I L6---9-),, 4'_0 r I I I I I I I I I __________ _______________________________ J REVISIONS I APPROVED I DATE r� 4 27'- 10%2" UPPER ROOF PLAN 1/411 = 11-011 SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al-1.5 CITY PROJECT NO: 0 1 11'-5%2' IA' �I I —. --- L------ - - - - -- --- 1------ - - - - -- A6.2 2:12 5'-0" Q- I I _ I o SEE 1 FOR LOWER At -t.2 ROOF INFO ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: 4 g n nQ 1 1 1 1 A I 1 I I I I @16.2 I II ----------------------- - - - - -- -L_ - -_ m I� A113.3 Al2 48' -0" EXTERIOR FINISH SCHEDULE ROOF PLAN KEYNOTES 4 STANDING SEAM RHEINZINK PRE - WEATHERED O METAL ROOF ZINC BLUE GRAY KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED E ROOF SLOPE METAL FASCIA, RHEINZINK PRE - WEATHERED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF N GUTTER & ZINC BLUE GRAY - - - - - -- - -- ---------------- DOWNSPOUT - - - - -- - OPLASTER I EXPO STUCCO SALTY WHITE STANDING SEAM METAL ROOFING Of VENTILATION MAT O/ UNDERLAYLMENT I ORCO BLOCK CALIFORNIA OCONCRETE D MASONRY WALL BEAD BLASTED I I I ❑2 SHEET METAL GUTTER - MATCH METAL ROOFING PLASTER WALL OE SURFACE EXPO STUCCO SALTY WHITE HIGH 7 E�] DOWNSPOUT- MATCH METAL ROOFING I IN PLACE DAVIS COLORS W. GOLD, MESA I I 5'_9•• 4'_0�' YERED COLOF BUFF, PALOMINO ❑❑ LINE OF WALL BELOW ❑5 PLUMBING VENT. VERIFY QUANTITY AND LOCATION W/ OTRANSLUCENT WALL PANEL 6 CRYSTAL I I PLUMBING PLAN G SIKKENS OH WOOD LOUVERS IPE CEDAR 0777 6 TRANSLUSCENT PANEL SKYLIGHT ❑ OALUMINUM FACTORY ANODIZED LOW STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT A6 PLASTIC DOOR MATCH DE DE6124 OROLL UP FACTORY FINISH WHOLE WHEAT N MATCH DE DE6124 T O I 2 I FACTORY FINISH WHOLE WHEAT LOUVERS MATCH DE DE6124 I I I � ROLL UP COILING FACTORYFINISH WHOLE WHEAT DOOR MATCH DE DE6124 � O METALS FACTORY FINISH STONE CREEK 2:12 I DE6278 1 T -011 4'- E A6.2 I CEDAR 0777 O BREAK METAL FACTORY FINISH WHOLE WHEAT � MATCH DE DE6124 I I I I I I I A 51-911):4F_011 �I I —. --- L------ - - - - -- --- 1------ - - - - -- A6.2 2:12 5'-0" Q- I I _ I o SEE 1 FOR LOWER At -t.2 ROOF INFO ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: 4 g n nQ 1 1 1 1 A I 1 I I I I @16.2 I II ----------------------- - - - - -- -L_ - -_ m I� A113.3 Al2 48' -0" EXTERIOR FINISH SCHEDULE ROOF PLAN KEYNOTES LEGEND STANDING SEAM RHEINZINK PRE - WEATHERED O METAL ROOF ZINC BLUE GRAY KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED E ROOF SLOPE METAL FASCIA, RHEINZINK PRE - WEATHERED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF OB GUTTER & ZINC BLUE GRAY ITEMS FROM ALL FLOOR PLANS. ALL ITEMS MAY NOT BE DOWNSPOUT FOUND ON THIS SHEET. OPLASTER SOFFIT EXPO STUCCO SALTY WHITE STANDING SEAM METAL ROOFING Of VENTILATION MAT O/ UNDERLAYLMENT ORCO BLOCK CALIFORNIA OCONCRETE D MASONRY WALL BEAD BLASTED GOLD ❑2 SHEET METAL GUTTER - MATCH METAL ROOFING PLASTER WALL OE SURFACE EXPO STUCCO SALTY WHITE E�] DOWNSPOUT- MATCH METAL ROOFING IN PLACE DAVIS COLORS W. GOLD, MESA OCAST "SEDIMENT" WALL YERED COLOF BUFF, PALOMINO ❑❑ LINE OF WALL BELOW ❑5 PLUMBING VENT. VERIFY QUANTITY AND LOCATION W/ OTRANSLUCENT WALL PANEL KALWALL CRYSTAL PLUMBING PLAN SIKKENS OH WOOD LOUVERS IPE CEDAR 0777 6 TRANSLUSCENT PANEL SKYLIGHT ❑ OALUMINUM FACTORY ANODIZED STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT PLASTIC DOOR MATCH DE DE6124 OROLL UP FACTORY FINISH WHOLE WHEAT SECTIONAL DOOR MATCH DE DE6124 O METAL FACTORY FINISH WHOLE WHEAT LOUVERS MATCH DE DE6124 O ROLL UP COILING FACTORYFINISH WHOLE WHEAT DOOR MATCH DE DE6124 O METALS FACTORY FINISH STONE CREEK TRASH ENC. MATCH DE DE6278 O WOOD BEAMS SIKKENS TRASH ENC. I CEDAR 0777 O BREAK METAL FACTORY FINISH WHOLE WHEAT MATCH DE DE6124 APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: cK ' `Ksrd4 BY: DATE: DATE: DATE: 04/20/2012 DATE: FIRE 1 0 2 3 7 76.2 D Z GENERAL NOTES 1. ROOF SLOPE INDICATED ON ROOF PLAN. 2. SHEET METAL SHALL MATCH METAL ROOFING MATERIAL 3. ROOF FINISH TO BE NON- REFLECTIVE 4. A CLASS A ROOF ASSEMBLIES SHALL BE INSTALLED. BUILT- UP ROOFING PER UL:R10167AND STANDING SEAM METAL ROOFING PER UL:R21078 OR EQUIVALENT. OFFICE OF THE ST TE FIRE MARSHAL APPROVED Ft IC ONLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or ipprove any omission or deviation from applicable regulations Final approval is subject o field inspection One set of approved plans '1011 be available on the nroiect site at ®11 t'�, D RCy�� E 09� ti o * n No. C25166 z 01 -31 -13 OQ OF CN0 OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS Al -1.5 1 47 RR /C - UPPER ROOF PLAN I SHEET t OF / /ij 04/09/2012 100% CD 50 A B C D E F G H J K L M N P Q R 19 B 0 B 20 TYP. a -ss P. 20 B 14 12 TYR 21 30 B 11 30 TYP. TYP ] 12 12 35 2�— 2� WEST ELEVATION 1/4" = 1' -0" LINE OF FOUNDATION AND EXTERIOR WALL BEYOND 10 30 LINE OF FLAT ROOFING BEYOND - -- J 29 /5 31 . — - - - - o p -s.a p -s.2 APPROVED FIR C ONLY 32 — 5 t Reviewed by . a I I wM F F - - -- 1' APR 2012 14 .._ '.. F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +I —I 34 I �Q na BIRD DETERRENT SPIKES e� AT AT * NO.C25166 z 19.54' L---- - - - - -- -------------------------------------------- - - - - -- ------------------------ ----------------------------------------------------------- - - - - -- 3 roweanyomisslonordewaGOnfrom - - - - -- PP, astb�ect {eregu}ac1()ne — J rP Q HIGH AND AT HIGH AND LOW �+T EAt7 ELEVATION Ca{ set of approved 1 e1danspeew,on Oue sat of approved plans fl2 0.11 "'�" SIDES OF SKYLIGHTS 9�F 01 -31 -13 11 t`y{YYYII i ,11 hr aYElll abl0 afl t}te flPt�Ia01 5120 �f /i 35 CONCRETE ROOF PER PLAN CN0 REVISIONS 1 / SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS . PARKS & RECREATION DRAWING NO i r q _ _ _ +I _ _ _ rrrrrrrrrrrrr f 'iy� _�' %/f _ -. - - 28 p -s.1 10 4-6.1 7 TYP. 24 31 F 8 23 ✓..4xi .. N a J 1 7 TYP. ,; r. /;" _ ':.. _:._ : : r _ _ _.:. - __ -- _.ar - ? +I ." �y .. .+ _ = 1 _ _ _ o _ Jig t F.F. _ K 18 r,,,, 24 23 WEST ELEVATION 1/4" = 1' -0" I��II��I�IOII�JII�I�IOII�� i d n ------------------------------------------------ NORTH SLEVATON -- \ 3 _= ;IFA FA TO MASONRY L! SOUTH ELEVATION 1/4" = 1' -0" 34 TYR 11 B 6 TYP. 19 7 7 :20:0 —� 13 T,P 3 H 41 TYP TO 26 1 27 .- -x,11 0 Cm ci +1 EXTERIOR FINISH SCHEDULE EXTERIOR EL KEYNOTES OSTANDING SEAM RHEINZINK PRE - WEATHERED METALROOF ZINC BLUE GRAY KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OMETAL FASCIA, RHEINZINK PRE - WEATHERED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF B GUTTER & ZINC BLUE GRAY ITEMS FROM ALL ELEVATION SHEETS. ALL ITEMS MAY NOT DOWNSPOUT BE FOUND ON THIS SHEET. OC PLASTER SOFFIT EXPO STUCCO SALTY WHITE 1 ] EXPOSED GLULAM BEAM OCONCRETE ORCO BLOCK CALIFORNIA 7 EXTERIOR PLASTER D MASONRY WALL BEAD BLASTED GOLD O PLASTER WALL EXPO STUCCO SALTY WHITE F3] WOOD LOUVER SURFACE STEEL -FRAM ED CANOPY OCAST IN PLACE DAVIS COLORS W. GOLD, MESA "SEDIMENT" WALL YERED COLOF BUFF, PALOMINO BRAKE METAL O TRANSLUCENT KALWALL CRYSTAL WALL PANEL ❑6 CMU O WOOD LOUVERS IPE SIKKENS ❑j LIGHT FIXTURE CEDAR 0777 ALUMINUM FACTORY ANODIZED ❑8 CIP CONCRETE, SEE 21A -6.9 O STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT 91 STANDING SEAM METAL ROOFING, NON - REFLECTIVE J PLASTIC DOOR MATCH DE DE6124 FINISH OROLL UP FACTORY FINISH WHOLE WHEAT 10 LINE OF GRADE SECTIONAL DOOR MATCH DE DE6124 OL METAL FACTORY FINISH WHOLE WHEAT 11 2x12 FASCIA W/ SHT. MTL. FINISH TO MATCH ROOFING LOUVERS MATCH DE DE6124 OROLL UP COILING FACTORY FINISH WHOLE WHEAT 12 TRANSLUCENT PANEL GLAZING DOOR MATCH DE DE6124 13 MASONRY CONTROL JOINT O METALS FACTORY FINISH STONE CREEK TRASH ENC. MATCH DE DE6278 14 CONTROL JOINT. VERIFY LOCATION W1 ARCHITECT O WOOD BEAMS SIKKENS TRASH ENC. CEDAR 0777 15 HOSE BIBB O BREAK METAL FACTORY FINISH WHOLE WHEAT 16 METAL LOUVER MATCH DE DE6124 17 DOOR & FRAME 11-81 SECTIONAL ROLL -UP DOOR 19 SHEET METAL PARAPET CAP TYP. 20 METAL DRIP EDGE ] L 16 21 GUTTER 22 DOWNSPOUT - CONNECT TO WALL PER 12/A -6.1 12 23 ROOF DRAIN DISCHARGE - SEE 15/A -6.1 �2 24 ROOF OVERFLOW DISCHARGE - SEE 15/A -6.1 OVERFLOW THRU SCUPPER 26 ALUMINUM STOREFRONT WINDOW WITH EXTERIOR / ROLL -UP COUNTER DOORS 27 S.S. COUNTER +I 28 GALVANIZED STEEL GATE, NATURAL FINISH. GATE TO REMAIN LOCKED IN OPEN POSITION DURING BUSINESS HOURS LINE OF FOUNDATION AND EXTERIOR WALL BEYOND 10 30 LINE OF FLAT ROOFING BEYOND - -- J 29 31 — — - - - - o p -s.a p -s.2 APPROVED FIR C ONLY 32 — Reviewed by NON - OPERABLE TYPE a I I wM F F - - -- APR 2012 14 .._ '.. F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +I —I 34 I �Q na BIRD DETERRENT SPIKES e� AT AT * NO.C25166 z 19.54' L---- - - - - -- -------------------------------------------- - - - - -- ------------------------ ----------------------------------------------------------- - - - - -- 3 roweanyomisslonordewaGOnfrom - - - - -- PP, astb�ect {eregu}ac1()ne — J rP Q HIGH AND AT HIGH AND LOW �+T EAt7 ELEVATION Ca{ set of approved 1 e1danspeew,on Oue sat of approved plans fl2 0.11 "'�" SIDES OF SKYLIGHTS 9�F 01 -31 -13 11 t`y{YYYII i ,11 hr aYElll abl0 afl t}te flPt�Ia01 5120 �f /i 35 CONCRETE ROOF PER PLAN CN0 REVISIONS 1 / SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS . PARKS & RECREATION DRAWING NO r _ _ rrrrrrrrrrrrr f 'iy� _�' %/f _ -. - - 28 p -s.1 10 4-6.1 7 TYP. 24 31 F 8 23 I��II��I�IOII�JII�I�IOII�� i d n ------------------------------------------------ NORTH SLEVATON -- \ 3 _= ;IFA FA TO MASONRY L! SOUTH ELEVATION 1/4" = 1' -0" 34 TYR 11 B 6 TYP. 19 7 7 :20:0 —� 13 T,P 3 H 41 TYP TO 26 1 27 .- -x,11 0 Cm ci +1 EXTERIOR FINISH SCHEDULE EXTERIOR EL KEYNOTES OSTANDING SEAM RHEINZINK PRE - WEATHERED METALROOF ZINC BLUE GRAY KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OMETAL FASCIA, RHEINZINK PRE - WEATHERED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF B GUTTER & ZINC BLUE GRAY ITEMS FROM ALL ELEVATION SHEETS. ALL ITEMS MAY NOT DOWNSPOUT BE FOUND ON THIS SHEET. OC PLASTER SOFFIT EXPO STUCCO SALTY WHITE 1 ] EXPOSED GLULAM BEAM OCONCRETE ORCO BLOCK CALIFORNIA 7 EXTERIOR PLASTER D MASONRY WALL BEAD BLASTED GOLD O PLASTER WALL EXPO STUCCO SALTY WHITE F3] WOOD LOUVER SURFACE STEEL -FRAM ED CANOPY OCAST IN PLACE DAVIS COLORS W. GOLD, MESA "SEDIMENT" WALL YERED COLOF BUFF, PALOMINO BRAKE METAL O TRANSLUCENT KALWALL CRYSTAL WALL PANEL ❑6 CMU O WOOD LOUVERS IPE SIKKENS ❑j LIGHT FIXTURE CEDAR 0777 ALUMINUM FACTORY ANODIZED ❑8 CIP CONCRETE, SEE 21A -6.9 O STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT 91 STANDING SEAM METAL ROOFING, NON - REFLECTIVE J PLASTIC DOOR MATCH DE DE6124 FINISH OROLL UP FACTORY FINISH WHOLE WHEAT 10 LINE OF GRADE SECTIONAL DOOR MATCH DE DE6124 OL METAL FACTORY FINISH WHOLE WHEAT 11 2x12 FASCIA W/ SHT. MTL. FINISH TO MATCH ROOFING LOUVERS MATCH DE DE6124 OROLL UP COILING FACTORY FINISH WHOLE WHEAT 12 TRANSLUCENT PANEL GLAZING DOOR MATCH DE DE6124 13 MASONRY CONTROL JOINT O METALS FACTORY FINISH STONE CREEK TRASH ENC. MATCH DE DE6278 14 CONTROL JOINT. VERIFY LOCATION W1 ARCHITECT O WOOD BEAMS SIKKENS TRASH ENC. CEDAR 0777 15 HOSE BIBB O BREAK METAL FACTORY FINISH WHOLE WHEAT 16 METAL LOUVER MATCH DE DE6124 17 DOOR & FRAME 11-81 SECTIONAL ROLL -UP DOOR 19 SHEET METAL PARAPET CAP TYP. 20 METAL DRIP EDGE ] L 16 21 GUTTER 22 DOWNSPOUT - CONNECT TO WALL PER 12/A -6.1 12 23 ROOF DRAIN DISCHARGE - SEE 15/A -6.1 �2 24 ROOF OVERFLOW DISCHARGE - SEE 15/A -6.1 OVERFLOW THRU SCUPPER 26 ALUMINUM STOREFRONT WINDOW WITH EXTERIOR / ROLL -UP COUNTER DOORS 27 S.S. COUNTER +I 28 GALVANIZED STEEL GATE, NATURAL FINISH. GATE TO REMAIN LOCKED IN OPEN POSITION DURING BUSINESS HOURS 0902 ACAD FILE NO. Al -2.1 CITY PROJECT NO: PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY. Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING RY, DATE: BUILDING & PLANNING PARKS & RECREATION BY: BY: �.� r DATE: DATE: 04/20/2012 DATE: FIRE MOONLIGHT STATE BEACH IMPROVEMENTS Al -2.1 RR /C - EXTERIOR ELEVATIONS -45 SHEET ! OF //8 04/09/2012 100% CD LINE OF FOUNDATION AND EXTERIOR WALL BEYOND 10 30 LINE OF FLAT ROOFING BEYOND LOCATION OF KEY PAD FOR SECTIONAL DOOR 29 31 OPERATION 18 2 OFFICE OF THE STATE FIRE MARSHAL I o p -s.a p -s.2 APPROVED FIR C ONLY 32 TRANSLUCENT PANEL SKYLIGHT, SKYLIGHTS TO BE Reviewed by NON - OPERABLE TYPE a I I 6" HIGH METAL LETTERS, Stiff AR�y POST E, F F - - -- APR 2012 MOUNTED. �� N �A 0' -0" - -- T.O. MAT SLAB F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �PProualof thtsQlandoenalappihonzeor —I 34 I �Q na BIRD DETERRENT SPIKES e� AT AT * NO.C25166 z 19.54' L---- - - - - -- -------------------------------------------- - - - - -- ------------------------ ----------------------------------------------------------- - - - - -- 3 roweanyomisslonordewaGOnfrom - - - - -- PP, astb�ect {eregu}ac1()ne — J rP Q HIGH AND AT HIGH AND LOW �+T EAt7 ELEVATION Ca{ set of approved 1 e1danspeew,on Oue sat of approved plans fl2 0.11 "'�" SIDES OF SKYLIGHTS 9�F 01 -31 -13 1 4 ,11 hr aYElll abl0 afl t}te flPt�Ia01 5120 �f -O" 35 CONCRETE ROOF PER PLAN CN0 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS . PARKS & RECREATION DRAWING NO 0902 ACAD FILE NO. Al -2.1 CITY PROJECT NO: PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY. Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING RY, DATE: BUILDING & PLANNING PARKS & RECREATION BY: BY: �.� r DATE: DATE: 04/20/2012 DATE: FIRE MOONLIGHT STATE BEACH IMPROVEMENTS Al -2.1 RR /C - EXTERIOR ELEVATIONS -45 SHEET ! OF //8 04/09/2012 100% CD A B C D TYP. 11 I I I I I I I 8 A -8.2 1 alI ►11'� 7 A -6.8 I � I � I TYP. 28 A B.1 LL LL LL LL I a a P &R E 7 F CA61 A -6.3 At -32 �� 15 I A -6.2 I I � t / EA I I I 1" 17 I I TYP. 11 i. MEN'S ® �� =' /AN m� %m G I I Al �I�..I II� 2 H Al -3.2 I 15 3 a I n A-6.3 ' WOMEN'S STORAGE MAINTENANCE PIPE -1 RESTROOM PIPE -2 RESTROOM I TYP. 01 TYP. F0_ 27 TYP. 0 3 0 4-1 0 7 10 29 ' n 5 ...�a TYP. 12 A -6.1 A6.1 ' Y d ;d A A ° .. n a ° e ° d a d e ♦ �. — °e ° ° _ e d e ?.-+r .. +��. .. .�... wMe4 ..,,n —. ,,y.: n, n-:+n. +-r, �!�:.:`�v'Y.+•,. •:'+\..•.�n:a.;�:i: .T!*..�'(. "Ti. :+!:,..+++�.;..�...,- x^.i:,.'. Yew: r', w ''.�!ei:.:..:- �`,- +l- e:..�..,.. �:`.�,'..:� �'�,y. .:r -.•n' .! el."-: r=.....'.. �' �.: i:.-+..:, w.: u,• yr'* A-`... us;: nJ1.✓. �- .;•.ic,.- .w "t+'4:ek�.:'+t+ + ". »�i,.�....s:.- „, -+4+, .:..:b. '-+. H.'.:. nc;” �..± � ..wwe'a.M'- w.w?.:'ri%T.....w:. BUILDING SECTION 3/8" = 1' -0" J 3 K L A13.2 i r7 ID A62 I I I A -s.2 n _ 7 / r A -sa 1 m I TYP. M 1 N P 4 2 R A13.3 At -3.3 7 A -6.2 TYP. TYP. TYR I 21 22 r 13 I I I I I A -s.z SIM. 17 14 j ATTIC 13 31 19 A -6.3 5 10 A -s.2 SIM. 12 25 REVISIONS I APPROVED I DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al -3.1 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros. Studio 182 Solana Beach . GA. 92075 t: 858.792.5906 / 1: 858.792.5916 PUBLIC WORKS RY• DATE: ENGINEERING BY: DATE: ILLIILILIIL11111L1ILL11J1111111i 19 I ' 16 1 APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY:. ,— a, Q'4a - BY: DATE: DATE: 04/20/2012 DATE: FIRE Z m T.O. MAT SLAB 19.54' OFFICE OF THE STATE FIR AL APPROVED FIRE XH17FANW15INLY Reviewed by — °®- ApR 2 7 2012 A,Woval of this plan does not authorize or approve any omission or deviation froul 3ppiraableregulations Final approval is subject d Fje1d inspeetlou One set of approved plans .hall be available on d1e orotael site at all "'a"` CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS RESTROOM AND CONCESSIONS - BUILDING SECTIONS ��SEO AR No. C25166 z N� Q OF CAk_I� DRAWING NO. Al-3,1 SHEET Ir OF //B 04/09/2012 100% CD BUILDING SECTION KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR N KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL BUILDING SECTIONS. ALL ITEMS MAY NOT BE FOUND THIS SHEET. ❑ FOUNDATION O/ SAND AND VAPOR 27 DUCTWORK PER MECHANICAL BARRIER PER STRUCT WATERPROOFING AND DRAINAGE BOARD 28 LIGHT FIXTURE FLOOR DRAINAGE TRENCH PERFORATED PVC FOUNDATION DRAIN 30 S.S. TRANSACTION COUNTER ❑4 BROW DITCH PER CIVIL 31 INSULATION AT CEILING OVER CONCESSIONS AREAS, a] CONCRETE PAVING PER LANDSCAPE CAVITY R- VALUE = R -19 PLANTING PER LANDSCAPE 32 SIGNAGE PER PLAN ❑7 CONCRETE FLOOR TOPPING - SEE INTERIOR FINISH SCHEDULE FOR FINISH ❑6 CONCRETE WALL PER PLAN ❑9 CMU WALL PER PLAN 10 WD STUD WALL PER FLOOR PLAN 11 ROOFING PER ROOF PLAN F12] SHEET METAL PARAPET CAP 13 SHEET METAL EAVE FLASHING 14 SHEET METAL GUTTER 15 TRANSLUCENT PANEL SKYLIGHT 16 STOREFRONT WINDOW PER PLAN AND SCHEDULE 17 TRANSLUCENT PANEL GLAZING PER WINDOW SCHEDULE 18 LOUVER PER PLAN AND SCHEDULE 19 ROLL -UP COUNTER DOOR PER PLAN [All ROLL -UP SECTIONAL DOOR, TRACKS & OPERATOR 21 WD JOIST PER STRUCT 22 BEAM PER STRUCT 23 STEEL BEAM 24 STEEL GATE STEEL -FRAM ED CANOPY X25 F26 I CONCRETE CANOPY OFFICE OF THE STATE FIR AL APPROVED FIRE XH17FANW15INLY Reviewed by — °®- ApR 2 7 2012 A,Woval of this plan does not authorize or approve any omission or deviation froul 3ppiraableregulations Final approval is subject d Fje1d inspeetlou One set of approved plans .hall be available on d1e orotael site at all "'a"` CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS RESTROOM AND CONCESSIONS - BUILDING SECTIONS ��SEO AR No. C25166 z N� Q OF CAk_I� DRAWING NO. Al-3,1 SHEET Ir OF //B 04/09/2012 100% CD CF) CJf P 6 A -6.2 I I I TYP. 13 ' r I I —� WOMEN'S ENTRY 09 W I I SIM. 13 A -8.2 ' v I N 1 I I I 13 SIM. 6 L i Ole 1 1 A -6.2 I A -8.2 I 2 � r 21 A�.z TYP. ` ♦ F6 I WOMEN'S REST�R I 10 REVISIONS I APPROVED I DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. Al -3.2 CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY. Solana Beach . CA, 92075 t: 858.792.5906 / f: 856.792.5916 DATE: APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: - LYE ` I— BY: DATE: DATE: DATE: 04/20/2012 DATE: FIRE BUILDING SECTION KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL BUILDING SECTIONS. ALL ITEMS MAY NOT BE FOUND O THIS SHEET. 1❑ CONCRETE MAT FOUNDATION O/ SAND AND VAPOR 27 DUCTWORK PER MECHANICAL BARRIER PER STRUCT ❑2 WATERPROOFING AND DRAINAGE BOARD F28] LIGHT FIXTURE IE PERFORATED PVC FOUNDATION DRAIN FLOOR DRAINAGE TRENCH 30 S.S. TRANSACTION COUNTER BROW DITCH PER CIVIL F3 11 INSULATION AT CEILING OVER CONCESSIONS AREAS, CONCRETE PAVING PER LANDSCAPE CAVITY R -VALUE — R -19 PLANTING PER LANDSCAPE 32 SIGNAGE PER PLAN ❑7 CONCRETE FLOOR TOPPING - SEE INTERIOR FINISH SCHEDULE FOR FINISH ❑8 CONCRETE WALL PER PLAN ❑9 CMU WALL PER PLAN 10 WD STUD WALL PER FLOOR PLAN 11 ROOFING PER ROOF PLAN F, SHEET METAL PARAPET CAP 13 SHEET METAL EAVE FLASHING 14 SHEET METAL GUTTER 15 TRANSLUCENT PANEL SKYLIGHT 16 STOREFRONT WINDOW PER PLAN AND SCHEDULE OFFICE OF THE STATE FIRE MARSHAL 17 TRANSLUCENT PANEL GLAZING PER WINDOW APPROVED F1 IC ONLY SCHEDULE Reviewed by A _ 18 LOUVER PER PLAN AND SCHEDULE APR 2 7 2012 19 ROLL -UP COUNTER DOOR PER PLAN ROLL -UP SECTIONAL DOOR, TRACKS & OPERATOR approval of this plan does not authorize or pprove any omission or deviation from ppbrable regulations. Final approval is subject 21 R WD JOIST PER STRUCT floltl inspection One set of approved plans „ 11bt� available on the oroiectsiteat all tt °° BEAM PER STRUCT STEELBEAM RCy�� 24 STEEL GATE � E 2 STEEL -FRAM ED CANOPY o 26 CONCRETE CANOPY * ” N9. C25155 z 9��. 01 -31 -13 OQ OF CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS Al -3.2 5D RESTROOM AND CONCESSIONS - BUILDING SECTIONS 1 SHEET IF OF //,8 04/09/2012 100% CD ,P w A73.1 N .... BUILDING SECTION KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR IN KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL BUILDING SECTIONS. ALL ITEMS MAY NOT BE FOUND THIS SHEET. CA � 3/81, = 11 -01, REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT 0902 APPROVALS 1❑ CONCRETE MAT FOUNDATION 0/ SAND AND VAPOR BARRIER PER STRUCT 72 AND DRAINAGE BOARD H1PERFORATED PVC FOUNDATION DRAIN ❑4 BROW DITCH PER CIVIL CONCRETE PAVING PER LANDSCAPE PLANTING PER LANDSCAPE ❑j CONCRETE FLOOR TOPPING - SEE INTERIOR FINISH SCHEDULE FOR FINISH 8❑ CONCRETE WALL PER PLAN ❑9 CMU WALL PER PLAN Fi-ol WD STUD WALL PER FLOOR PLAN 11 ROOFING PER ROOF PLAN 12 SHEET METAL PARAPET CAP 13 SHEET METAL EAVE FLASHING F14] SHEET METAL GUTTER 15 TRANSLUCENT PANEL SKYLIGHT 16 STOREFRONT WINDOW PER PLAN AND SCHEDULE 17 TRANSLUCENT PANEL GLAZING PER WINDOW SCHEDULE 18 LOUVER PER PLAN AND SCHEDULE 19 ROLL -UP COUNTER DOOR PER PLAN 20 ROLL -UP SECTIONAL DOOR, TRACKS & OPERATOR F21] WD JOIST PER STRUCT F22] BEAM PER STRUCT F23] STEEL BEAM IN] STEEL GATE 25 STEEL - FRAMED CANOPY F26] CONCRETE CANOPY F ENCINITAS - PARKS & R 27 DUCTWORK PER MECHANICAL 28 LIGHT FIXTURE F29] FLOOR DRAINAGE TRENCH 30 S.S. TRANSACTION COUNTER 31 INSULATION AT CEILING OVER CONCESSIONS AREAS, CAVITY R -VALUE = R -19 32 SIGNAGE PER PLAN OFFICE OFTHE STATE FIRE MARSHAL APPROVED NICONLY Reviewed by' APR 2 7 2012 Approval of this plan does not authorize or ipprove any omission or deviation from applicable regulations Final approval is subject o field inspection One set of approved plans *tali bry available on the oroiect site at all ;rota, REATION E RCy�� 0 * ' No. C25166 z N Q 01 -31 -13 Of CAS- \F DRAWING NO. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE AcAD FILE No. MOONLIGHT STATE BEACH Al -3.3 Stephen Dalton Architects, INC. aaa South Cedros . Studio 782 BY: BY: BY: BY: IMPROVEMENTS Al -3 3 `a . BY: ■ CITY PROJECT NO: Solana Beach . CA, 92075 5/ t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: RESTROOM AND CONCESSIONS - BUILDING SECTIONS SHEET ' OF 04/09/2012 100% CD I I P & R STORAGE 1/4" = 1' -0" I MAINTENANCE 1/4" = 1' -0" iLld wv!] (j)P & R STORAGE A P & R STORAGE 1/4" = 1' -0" P & R STORAGE MAINTENANCE MAINTENANCE MAINTENANCE = 1' -0" 7 1/4" = 1' -0" 1/4" = 1' -0" TYP, MEN'S RESTROOM 1/4" = 1' -0" REVISIONS I APPROVED I DATE SUB - CONSULTANT 10 MEN'S RESTROOM SDA PROJECT NO. 0902 ACAD FILE NO. Al -4.1 CITY PROJECT NO: ARCHITECT N EdStephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 658.792.5916 MEN'S RESTROOM 1/4" = 1' -0" APPROVALS PUBLIC WORKS I ENGINEERING I BUILDING & PLANNING I PARKS & RECREATION BY: DATE: X371 DATE: w DATE: BY: �' ` w DATE: 04/20/2012 /, .�\ MEN'S RESTROOM 1/4" = 1' -0" INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL INTERIOR ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ OPEN TO BEYOND ❑2 GLULAM BEAM W/ CLEAR SEALANT ❑3 WALL FINISH PER INTERIOR FINISH SCHEDULE ❑4 DOOR PER PLAN ROLL -UP SECTIONAL DOOR AND TRACK ❑ LOUVER PER PLAN ❑7 TRANSLUCENT PANEL GLAZING PER PLAN ❑8 STOREFRONT GLAZING PER PLAN ❑9 COUNTERTOP, DETAIL10 /A -6.8 10 4" HIGH BASE PER FINISH SCHEDULE 11 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, DETAIL 9/6.8 F1 REMOVABLE RAILING 13 WALL MOUNTED LADDER 14 DUCT PER MECHANICAL 15 ACCESSIBLE TOILET 16 ACCESSIBLE URINAL 17 LAVATORY Fl-81 MOP SINK 19 12" TALL STAINLESS STEEL WALL GUARD F20] HANDWASHING SINK 21 THREE COMPARTMENT SINK 22 WALL MOUNTED LIGHT FIXTURE F23] ELECTRICAL PANEL PER ELECT 24 TELEPHONE BACKER BOARD F25] COMMUNICATION BACKER BOARD F26] WATER HEATER - STRAP TO WALL F27] 2 X 3 STEEL ANGLE COUNTER SUPPORTS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND SEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OFTHE STATE FIRE MARSHAL APPROVED FIR IC ONLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from applicable regulations Final approval is subject 0 field inspection. One set of approved plans ball be available on the nroieet site at 01 t ,« 0 * No. C25166 Am CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. FIRE MOONLIGHT STATE BEACH BY: IMPROVEMENTS Al -4.1 RESTROOM & CONCESSIONS - INTERIOR ELEVATIONS :50 DATE. SHEET R OFI 04/09/2012 100% CD RR -1 ( RR -2 MIR.) RR -1 (RR -2 MIR.) E m O U F— QU) : �O: U) z O0 2' -B" i RR -1 (RR 0" -2 MIR.) 1' WOMEN'S RESTROOM 5 1/4" = 1' -0" MARINE SAFETY 1/4" = 1' -0" REVISIONS APPROVED DATE 2� RR -1 (RR-2 MIR.) WOMEN'S RESTROOM 6 1/4" = 1' -0" 1 MARINE SAFETY 0. SUB - CONSULTANT SDA PROJECT NO. ARCHITECT 0902 C?fED 22 T /1"1 WOMEN'S RESTROOM 7 1/4" = 1'-0" 3'4' 2' -6" 31_4" CLR. EQ. EQ. MARINE SAFETY 1/4" = 1' -0" ACAD FILE NO. Stephen Dalton Architects, INC. A 1 -4.2 444 South Cedros . Studio 182 CITY PROJECT NO: Solana Beach . GA. 92075 1: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS fS L7_1114 TYP T 112 r' T -4" 4' -0" ENGINEERING BY: DATE: 11 APPROVALS BUILDING & PLANNING DATE: I0 '77777 s y ENGINEERING BY: DATE: 11 APPROVALS BUILDING & PLANNING DATE: I0 '77777 12 MARINE SAFETY -0 PARKS & RECREATION BY: DATE: 04/20/2012 WOMEN'S RESTROOM 8 J 1/4" = 1'-0" INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL INTERIOR ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ OPEN TO BEYOND 2❑ GLULAM BEAM W/ CLEAR SEALANT ❑3 WALL FINISH PER INTERIOR FINISH SCHEDULE ❑4 DOOR PER PLAN ROLL -UP SECTIONAL DOOR AND TRACK ❑ LOUVER PER PLAN ❑7 TRANSLUCENT PANEL GLAZING PER PLAN ❑ STOREFRONT GLAZING PER PLAN ❑❑ COUNTERTOP, DETAIL10 /A -6.8 F1_01 4" HIGH BASE PER FINISH SCHEDULE 11 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, DETAIL 9/6.8 12 REMOVABLE RAILING 13 WALL MOUNTED LADDER 14 DUCT PER MECHANICAL 15 ACCESSIBLE TOILET 16 ACCESSIBLE URINAL 17 LAVATORY 18 MOP SINK 19 12" TALL STAINLESS STEEL WALL GUARD HANDWASHING SINK 21 THREE COMPARTMENT SINK 22 WALL MOUNTED LIGHT FIXTURE 23 ELECTRICAL PANEL PER ELECT 24 TELEPHONE BACKER BOARD COMMUNICATION BACKER BOARD 26 WATER HEATER - STRAP TO WALL 27 2 X 3 STEEL ANGLE COUNTER SUPPORTS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND SEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OF THE STATE FIRE MARSHAL APPROVEDFIRE9 D ONLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any omission oq# deviation from applicable regulations Final approval issubject to field inspection One set of approved �lane =hall be available on thelnroieet sitr at iii *1- CITY OF ENCINITAS - PARKS & RECREATION FIRE MOONLIGHT STATE BEACH BY: IMPROVEMENTS Ucrl� RESTROOM & CONCESSIONS - INTERIOR ELEVATIONS D E RCy�� * ' No. C251551 z '9\ 01 -31 -13 DRAWING NO. Al -4.2 SHEET 9 OF 04/09/2012 100% CD s 12 MARINE SAFETY -0 PARKS & RECREATION BY: DATE: 04/20/2012 WOMEN'S RESTROOM 8 J 1/4" = 1'-0" INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL INTERIOR ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ OPEN TO BEYOND 2❑ GLULAM BEAM W/ CLEAR SEALANT ❑3 WALL FINISH PER INTERIOR FINISH SCHEDULE ❑4 DOOR PER PLAN ROLL -UP SECTIONAL DOOR AND TRACK ❑ LOUVER PER PLAN ❑7 TRANSLUCENT PANEL GLAZING PER PLAN ❑ STOREFRONT GLAZING PER PLAN ❑❑ COUNTERTOP, DETAIL10 /A -6.8 F1_01 4" HIGH BASE PER FINISH SCHEDULE 11 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, DETAIL 9/6.8 12 REMOVABLE RAILING 13 WALL MOUNTED LADDER 14 DUCT PER MECHANICAL 15 ACCESSIBLE TOILET 16 ACCESSIBLE URINAL 17 LAVATORY 18 MOP SINK 19 12" TALL STAINLESS STEEL WALL GUARD HANDWASHING SINK 21 THREE COMPARTMENT SINK 22 WALL MOUNTED LIGHT FIXTURE 23 ELECTRICAL PANEL PER ELECT 24 TELEPHONE BACKER BOARD COMMUNICATION BACKER BOARD 26 WATER HEATER - STRAP TO WALL 27 2 X 3 STEEL ANGLE COUNTER SUPPORTS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND SEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OF THE STATE FIRE MARSHAL APPROVEDFIRE9 D ONLY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or approve any omission oq# deviation from applicable regulations Final approval issubject to field inspection One set of approved �lane =hall be available on thelnroieet sitr at iii *1- CITY OF ENCINITAS - PARKS & RECREATION FIRE MOONLIGHT STATE BEACH BY: IMPROVEMENTS Ucrl� RESTROOM & CONCESSIONS - INTERIOR ELEVATIONS D E RCy�� * ' No. C251551 z '9\ 01 -31 -13 DRAWING NO. Al -4.2 SHEET 9 OF 04/09/2012 100% CD RENTALS 1/4" = V -0" 0 io RENTALS 2 1/4" = 1'-0" 141 If" RR -3 RR -3 RR -3 RR -3 (D!1 /4" = 1' -0" 1/4" = 1' -0" 1/4" = 1' -0" 1/4" = 1' -0" TYP, 21 11 14 --F37 CONCESSIONS 1/4" = 1' -0" REVISIONS I APPROVED I DATE SUB - CONSULTANT RENTALS 1/4" = V -0" 41 9 CONCESSIONS TYP. TYP. TYR TYP. { 4 1 10 —F8-1 ---179 u Lh ILA III L--u 1111111111111111m --I 13 CONCESSIONS 1/4' = V-0" SDA PROJECT NO. 0902 ACAD FILE NO. A611 CITY PROJECT NO: T -1" 3' -1" 3' -1" 3' -1" I `1'40" ARCHITECT 27 RENTALS 20 10 CONCESSIONS -0 TYR 10 11 CONCESSIONS PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5918 DATE: 1 I I 1 1 r24. L a4" L 3..1., 3, -1. 3.A 3• -2^ CONCESSIONS 1/4" = 1' -0" ENGINEERING BY: _ DATE: 15 DRY STORAGE 1/4" = 1 4 APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: C �L _ BY: DATE: DATE: 04/20/2012 DATE: FIRE TYP. 220 10 INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL INTERIOR ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 111 OPEN TO BEYOND ❑2 GLULAM BEAM W/ CLEAR SEALANT WALL FINISH PER INTERIOR FINISH SCHEDULE ❑4 DOOR PER PLAN 5] ROLL -UP SECTIONAL DOOR AND TRACK F61 LOUVER PER PLAN ❑7 TRANSLUCENT PANEL GLAZING PER PLAN ❑8 STOREFRONT GLAZING PER PLAN ❑ COUNTERTOP, DETAIL10 /A -6.8 10 4" HIGH BASE PER FINISH SCHEDULE 11 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, DETAIL 9/6.8 Fl-21 REMOVABLE RAILING 13 WALL MOUNTED LADDER 14 DUCT PER MECHANICAL 15 ACCESSIBLE TOILET 16 ACCESSIBLE URINAL 17 LAVATORY 18 MOP SINK Fl-91 12" TALL STAINLESS STEEL WALL GUARD 20 HANDWASHING SINK 21 THREE COMPARTMENT SINK 22 WALL MOUNTED LIGHT FIXTURE 23 ELECTRICAL PANEL PER ELECT 24 TELEPHONE BACKER BOARD 25 COMMUNICATION BACKER BOARD 26 WATER HEATER - STRAP TO WALL 27 2 X 3 STEEL ANGLE COUNTER SUPPORTS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND SEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE CpNLY Reviewed by AP€2 2 7 2Qt2 Approval of this plan does not authorize or approve any omission or deviation from applicable regulations Final approval is subject t0 field inspection. One set of approved plans be available on the nroiec ±site at�Ii�� - 16 DRY STORAGE CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH E. 'Ofe < a * " No C25166 j z 01 -31 -1 OQ OF CNO DRAWING NO. IMPROVEMENTS Al 43 RESTROOM & CONCESSIONS - INTERIOR ELEVATIONS -54 SHEET V OF 118 04/09/2012 100% CD ■ 1111111111111111m --I 13 CONCESSIONS 1/4' = V-0" SDA PROJECT NO. 0902 ACAD FILE NO. A611 CITY PROJECT NO: T -1" 3' -1" 3' -1" 3' -1" I `1'40" ARCHITECT 27 RENTALS 20 10 CONCESSIONS -0 TYR 10 11 CONCESSIONS PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5918 DATE: 1 I I 1 1 r24. L a4" L 3..1., 3, -1. 3.A 3• -2^ CONCESSIONS 1/4" = 1' -0" ENGINEERING BY: _ DATE: 15 DRY STORAGE 1/4" = 1 4 APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: C �L _ BY: DATE: DATE: 04/20/2012 DATE: FIRE TYP. 220 10 INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL INTERIOR ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 111 OPEN TO BEYOND ❑2 GLULAM BEAM W/ CLEAR SEALANT WALL FINISH PER INTERIOR FINISH SCHEDULE ❑4 DOOR PER PLAN 5] ROLL -UP SECTIONAL DOOR AND TRACK F61 LOUVER PER PLAN ❑7 TRANSLUCENT PANEL GLAZING PER PLAN ❑8 STOREFRONT GLAZING PER PLAN ❑ COUNTERTOP, DETAIL10 /A -6.8 10 4" HIGH BASE PER FINISH SCHEDULE 11 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, DETAIL 9/6.8 Fl-21 REMOVABLE RAILING 13 WALL MOUNTED LADDER 14 DUCT PER MECHANICAL 15 ACCESSIBLE TOILET 16 ACCESSIBLE URINAL 17 LAVATORY 18 MOP SINK Fl-91 12" TALL STAINLESS STEEL WALL GUARD 20 HANDWASHING SINK 21 THREE COMPARTMENT SINK 22 WALL MOUNTED LIGHT FIXTURE 23 ELECTRICAL PANEL PER ELECT 24 TELEPHONE BACKER BOARD 25 COMMUNICATION BACKER BOARD 26 WATER HEATER - STRAP TO WALL 27 2 X 3 STEEL ANGLE COUNTER SUPPORTS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND SEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE CpNLY Reviewed by AP€2 2 7 2Qt2 Approval of this plan does not authorize or approve any omission or deviation from applicable regulations Final approval is subject t0 field inspection. One set of approved plans be available on the nroiec ±site at�Ii�� - 16 DRY STORAGE CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH E. 'Ofe < a * " No C25166 j z 01 -31 -1 OQ OF CNO DRAWING NO. IMPROVEMENTS Al 43 RESTROOM & CONCESSIONS - INTERIOR ELEVATIONS -54 SHEET V OF 118 04/09/2012 100% CD V N 0 W Q a y �! w N rA 0 1L Z J 10 A -6.4 +14'- 3 1/4" T.O. SLOPE +13141 T.O. CONC. ROf .O. TOPPING SLAB AT 3 44' -0" A-6.4 1 1 ROOF PLAN (BID ALTERNATE 1 1/4" = 114" A OBSERVATION DECK LEVEL 1/4" = 1' -0" D ALTERNATE 1 REVISIONS I APPROVED I DATE I SUB - CONSULTANT SDA PROJECT NO, 0902 ACAD FILE NO. A2 -1.1 CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach . CA. 92075 t: 858.792.5906 / f! 858192.5916 DATE: ENGINEERING BY: _ DATE: EQ. EQ. 44' -0" F d d p d d p d e a d d a ° a d a d° d a. a' d d d < p d d .d' a' d' a p, d d F9 d b Q a ° Q p d d ° d . 4 d d a d d p d p d 9- d' d 44 ° n.ma d dp d d d° d O d v.' d d d d .O. .I EQ, I EQ. EQ. 34' -S" REFLECTED CEILING PLAN (BID ALTERNATE 1 7/4" = 1' -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION FIRE BY: BY: C BY: DATE: DATE: 04/20/2012 DATE: EQ. 0 v a) 4 : -2.1 GARAGE PLAN KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF ITEMS FROM ALL FLOOR PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET, 1❑ FLOOR DRAIN, SEE PLUMBING DRAWINGS SERVICE SINK, SEE PLUMBING DRAWINGS 3] HOSE BIBB, SEE PLUMBING DRAWINGS 4 ] FASCIA MOUNTED METAL POSTS, HORIZONTAL STAINLESS STEEL CABLE INFILL CONCRETE PAVERS CONCRETE PAVER PEDESTAL DECK SYSTEM 7❑ CONCRETE PAVEMENT, SEE LANDSCAPE DRAWINGS 8❑ LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS POWER CORD REEL, SEE ELECTRICAL DRAWING F1_01 2x10 WOOD FRAMED PONY WALL F1_1 WALL MOUNTED FIRE EXTINGUISHER 12 CONCRETE BOLLARD, SEE LANDSCAPE DRAWINGS F1 OVERFLOW SCUPPER THRU WALL OFFICE OF THE STATE FIRE MARSHAL APPROVEDFIREA DPANICONLY Reviewedby — APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from iplphcable regulations Final approval is subject A field inspection One set of approved plaits iall be available on the eroiectsite at all ��SED ARC O * ' No. C25165 z Of cp,0� CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS A2-1.1 GARAGE - FLOOR, ROOF AND OBSERVATION DECK PLANS SHEET # OF 101 04/09/2012 100% CD d d. d 'a d a e ° d a d d a d O d a .d 8 d d 1 a °- d TYP. d d a d a d d ° d d va N p O d p aD d d d a v d d. p. d a d d - -d mm d d ° Q d d a. a a d. d r d. d a d v d I d d 4 ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach . CA. 92075 t: 858.792.5906 / f! 858192.5916 DATE: ENGINEERING BY: _ DATE: EQ. EQ. 44' -0" F d d p d d p d e a d d a ° a d a d° d a. a' d d d < p d d .d' a' d' a p, d d F9 d b Q a ° Q p d d ° d . 4 d d a d d p d p d 9- d' d 44 ° n.ma d dp d d d° d O d v.' d d d d .O. .I EQ, I EQ. EQ. 34' -S" REFLECTED CEILING PLAN (BID ALTERNATE 1 7/4" = 1' -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION FIRE BY: BY: C BY: DATE: DATE: 04/20/2012 DATE: EQ. 0 v a) 4 : -2.1 GARAGE PLAN KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF ITEMS FROM ALL FLOOR PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET, 1❑ FLOOR DRAIN, SEE PLUMBING DRAWINGS SERVICE SINK, SEE PLUMBING DRAWINGS 3] HOSE BIBB, SEE PLUMBING DRAWINGS 4 ] FASCIA MOUNTED METAL POSTS, HORIZONTAL STAINLESS STEEL CABLE INFILL CONCRETE PAVERS CONCRETE PAVER PEDESTAL DECK SYSTEM 7❑ CONCRETE PAVEMENT, SEE LANDSCAPE DRAWINGS 8❑ LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS POWER CORD REEL, SEE ELECTRICAL DRAWING F1_01 2x10 WOOD FRAMED PONY WALL F1_1 WALL MOUNTED FIRE EXTINGUISHER 12 CONCRETE BOLLARD, SEE LANDSCAPE DRAWINGS F1 OVERFLOW SCUPPER THRU WALL OFFICE OF THE STATE FIRE MARSHAL APPROVEDFIREA DPANICONLY Reviewedby — APR 2 7 2012 Approval of this plan does not authorize or approve any omission or deviation from iplphcable regulations Final approval is subject A field inspection One set of approved plaits iall be available on the eroiectsite at all ��SED ARC O * ' No. C25165 z Of cp,0� CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS A2-1.1 GARAGE - FLOOR, ROOF AND OBSERVATION DECK PLANS SHEET # OF 101 04/09/2012 100% CD GARAGE - WEST ELEVATION 1/4" = V -0" GARAGE - NORTH ELEVATION 1/4" = V -0" 5 i T.O.DECK 1 SURFACE) AgK + 14' -6" GARAGE - SOUTH ELEVATION 1/4" = 1' -0" ±14' -6" T.O.DECK FG AT 35.50 GARAGE KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPILATION OF ITEMS FROM ALL ELEVATIONS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1❑ STAINLESS STEEL CABLE RAILING SYSTEM LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS ❑3 LIGHT FIXTURE WITH MOTION DETECTION, SEE ELECTRICAL DRAWINGS ❑4 METAL LOUVER, SEE MECHANICAL DRAWINGS ❑5 SITE WALL, SEE CIVIL DRAWING AND LANDSCAPE DRAWINGS PROPOSED GRADE ❑7 FINISHED FLOOR AT GARAGE ❑8 ROOF DRAIN WOOD LOUVER 10 HOSE BIBB, SEE PLUMBING DRAWINGS 11 WALL HYDRANT, REMOVABLE SHOWER CONNECT 12 STRUCTURALSTEEL FRAME F1 6" HIGH METAL LETTERS, REF SHEET EDG.01_1 14 OVERFLOW SCUPPER THRU WALL 15 2" ROOF DRAIN DISCHARGE PIPE THROUGH WALL W/ DECORATIVE NOZZLE 16 CIP CONCRETE, SEE 21A -6.9 EXTERIOR FINISH SCHEDULE O STANDING SEAM RHEINZINK PRE - WEATHERED METAL ROOF ZINC BLUE GRAY OMETAL FASCIA, RHEINZINK PRE - WEATHERED GUTTER & ZINC BLUE GRAY DOWNSPOUT OPLASTER SOFFIT EXPO STUCCO SALTY WHITE OCONCRETE ORCO BLOCK CALIFORNIA D MASONRYWALL BEAD BLASTED GOLD O PLASTER WALL EXPO STUCCO SALTY WHITE SURFACE OCAST IN PLACE DAVIS COLORS W. GOLD, MESA "SEDIMENT" WALL ERED COLOF BUFF, PALOMINO O TRANSLUCENT KALWALL CRYSTAL WALL PANEL OH WOOD LOUVERS IPE SIKKENS CEDAR 0777 Q ALUMINUM FACTORY ANODIZED STOREFRONT FINISH ALUMINUM OFIBER REINFORCED FACTORY FINISH WHOLE WHEAT PLASTIC DOOR MATCH DE DE6124 OROLLUP FACTORY FINISH WHOLE WHEAT SECTIONAL DOOR MATCH DE DE6124 O METAL FACTORY FINIS WHOLE WHEAT LOUVERS MATCH DE DE6124 O ROLL UP COILING FACTORY FINISH WHOLE WHEAT DOOR MATCH DE DE6124 O METALS FACTORY FINISH STONE CREEK TRASH ENC. MATCH DE DE6278 O WOOD BEAMS SIKKENS TRASH ENC. CEDAR 0777 O BREAK METAL FACTORYFINISF WHOLE WHEAT MATCH DE DE6124 2 SIM. 13 A -s.1 A -6.a _ j (mm . OFFICE OF THE STATE FIRE MARSHAL APPROVED FI (x IC ONLY 6 SIM. 15 • it I I i i ; Reviewed by 1 � - °, . 1 I, APP 2 7 2012 € SIM. 3 1 -` SIM. 3 1 A-61 0 l I A Approval of this plan does not authorize or U) 3 I .', _ " 1 a -s.1 3 _ r : ` approve any omission or deviation from applicable regulations Final approval is subject T I 0 field inspection One set of approved plans .... �aa�eavailable on the oroiectmfeatA!+,� =- FG 21.00 = 0' 4 FF FG 21.00 - 0" FF e. ' r I .. °. _T_ – . . – • — '° . .' < _ p A E. .. a ., ° G. •. I a e s °e ° 3 SIM. . ., s @9) _ °e ¢Q 1 No. C25166 GARAGE - BUILDING SECTION GARAGE - BUILDING SECTION 9.31.13 5 1/4" 1/4" Of CAOFO REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH Stephen Dalton Architects, INC. A2 -2.1 ' 444 South Cedros. Studio 182 BY: BY: BY: BY: BY: IMPROVEMENTS A2 -2.1 CITY PROJECT NO: Solana Beach. GA. 92076 t: 858.792.5906/ f: 856.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: GARAGE - EXT ELEVATIONS & BLDG SECTIONS (BID ALT 1) ; SHEET OF //f 04/09/2012 100% CD REVISIONS I APPROVED I DATE i 2 GARAGE 1/411 = 1' -0" o i 20 i EQ. Aiwa SUB - CONSULTANT GARAGE 1/4" = 1' -0" GARAGE GARAGE 1/4" = 1' -0" 1/4" = 1' -0" SDA PROJECT NO. ARCHITECT APPROVALS 0902 FILE ACAD FIL PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION A613 E NO. Stephen Dalton Architects, INC. C 444 South Cedros . Studio 182 BY: BY: BY: BY: k i Im CITY PROJECT NO: Solana Beach. CA. 92075 � t: 858.792.5906 / f: 858.792.5916 04/20/2012 DATE: DATE: DATE: DATE: M DATE: INTERIOR EL KEYNOTES KEYNOTES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. KEYNOTES IN THIS LIST ARE A COMPLILATION OF ITEMS FROM ALL FLOOR PLANS. ALL ITEMS MAY NOT BE FOUND ON THIS SHEET. 1-1 COILING OVERHEAD DOOR 2x10 WOOD FRAMED PONY WALL WOOD LOUVER ❑4 WALL MOUNTED FIRE EXTINGUISHER ❑5 LINE OF MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS SERVICE SINK, SEE PLUMBING DRAWINGS ❑7 HOSE BIBB, SEE PLUMBING DRAWINGS ❑8 METAL LOUVER, SEE MECHANICAL DRAWINGS LINE OF WATER HEATER, SEE PLUMBING DRAWINGS 10 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 11 OVERHEAD DOOR OPERATOR 12 STAINLESS STEEL WALL SPLASH GUARD F13] 4" TALL STAINLESS STEEL BASE GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE: TOILETS DETAIL 2/A -5.2 URINALS DETAIL 5/A -5.2 LAVATORIES DETAIL 8/A -5.2 ACCESSORIES DETAIL 11/A -5.2 2. INSTALLATION OF CONDUIT OR UTILITY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. WHERE EXPOSED, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLELTO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. LEGEND OSEE ACCESSORIES SCHEDULE, SHEET A-5.2 OFFICE OFTHL STATL FIRE MARSHAL APPROVED FIRE ONLY Reviewed by -- APR 2 7 2012 Approval of this plan does not authorize or ,rpprave any omission or deviation from n"'ro abt� fegulationm Final approval is subject d tllela tnspection One set of approved plans i,,11 bet available on the oreieat 54k 41,11 tl q ,- INITAS - PARKS & RECREATION FIRE I MOONLIGHT STATE BEACH IMPROVEMENTS ARCh,�� 0 * ' N6. C25166 _ z 9�F 01 -31 -I �Q- 0F CA_� DRAWING NO. A2-4.1 GARAGE - INTERIOR ELEVATIONS (BID ALTERNATE 1) SHEET ;eJ OF 04/09/2012 100% CD N � J W x U) D[ W x L i I 1 1 1 I 1 TYP. A -6.6 1 0 7' -0" 2 @ 5' -9" 3B N as.s LO EQ. 2' -0" 2'-0" EQ. 0 N 6C A -6.6 n 1 @ T -0" 2 @ 5' -9" 0 N �.EQ. �_ 2' -0" 1- Z -0" .EQ. �. of o r W01 W02 W03 W04 WOS WOB TRANSLUCENT PANEL TRANSLUCENT PANEL WINDOW SCHEDULE 2" 2" 2" 2" W W PER SCHED N W x CA cc w I- _ x I` � 11 r 11 � g' -0'1 SMOOTH UNINTERRUPTED DAFRP DOOR TYR OB FRP DOOR SURFACE W PER SCHEDULE OCOILING OVERHEAD DOOR (''�� DOOR TYPES 2 1 /4"=1'-O" OWOOD LOUVERS 3A A-6.6 Nv EL O N O O V tO 2'_0" 2' -0" 2' -0" 2' -0„ EQ. YI EQ. EQ. 3C EQ. EQ. I A-6.6 To MATCH WALL LRADIUS MATCH WALLLRADIUS MATCH WALL LRADIUS N W07 TRANSLUCENT PANEL 2" 2„ WOfi TRANSLUCENT PANEL J ❑ W x W cc Lu d x r r OFRP DOOR W PER SCHEDULE W PER SCHEDULE L W 0 W U to Q IL x W09 TRANSLUCENT PANEL OMETAL GATE O METAL GATE 11 12 A -8.4 A -6.4 OWOOD LOUVERS (BID ALT 1) O METAL LOUVERS LOUVER TYPES 1/4"=V-10" REVISIONS I APPROVED I DATE SUB - CONSULTANT (D SECTIONAL OVERHEAD DOOR W ❑ w x U) Ir w IL H x W PER SCHEDULE Y 10. ALL GLAZING IN DOORS SHALL BE TEMPERED. LOUVER L J 1 � SIZE FIN Jul z h ' 001-21 n L01 MAINTENANCE A 5' -0" Z -1" SEALED FRAME i DETAIL v f SIZE 5' -0" 3' -3" NO. LOCATION TYPE CV HDWR MEN'S RR REMARKS WOfi TRANSLUCENT PANEL J ❑ W x W cc Lu d x r r OFRP DOOR W PER SCHEDULE W PER SCHEDULE L W 0 W U to Q IL x W09 TRANSLUCENT PANEL OMETAL GATE O METAL GATE 11 12 A -8.4 A -6.4 OWOOD LOUVERS (BID ALT 1) O METAL LOUVERS LOUVER TYPES 1/4"=V-10" REVISIONS I APPROVED I DATE SUB - CONSULTANT (D SECTIONAL OVERHEAD DOOR W ❑ w x U) Ir w IL H x SOLID MTL. PANEL - MATCH SECTION FRAME, TYP. W PER SCHEDULE 9. REFER TO SPECIFICATIONS FOR HARDWARE SETS Y 10. ALL GLAZING IN DOORS SHALL BE TEMPERED. LOUVER LOUVER r approve anyomrsston or deviation frotn PULL OR PUSH EFFORT BEING APPLIED AT RIGHT applicable regulations Final approval is subject ANGLES TO HINGED DOORS AND AT THE CENTER to field inspection. One set ofapprov6d pinn' PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT REMARKS TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 1133B.2.5. HEAD HEIGHT VARIES 16. ALL OPERABLE WINDOWS AND FIXED, OPEN -AIR HEAD HEIGHT VARIES LOUVERS SHALL HAVE INSECT SCREENS. HEAD HEIGHT VARIES 17. ALL WINDOWS (U.O.N.) SHALL BE DOUBLE GLAZED HEAD HEIGHT VARIES PER TITLE 24 REQUIREMENTS. HEAD HEIGHT VARIES IS. ALL MANUFACTURED WINDOWS SHALL HAVE A HEAD HEIGHT VARIES LABEL ATTACHED CERTIFIED BY THE NATIONAL HEAD HEIGHT VARIES FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY HEAD HEIGHT VARIES CALCULATIONS. HEAD HEIGHT VARIES 19. GATES THAT ACCESS THE RESTROOM FACILITY HEAD HEIGHT VARIES ARE INTENDED TO BE LOCKED IN THE OPEN HEAD HEIGHT VARIES POSITION DURING FACILITY OPERATING HOURS. HEAD HEIGHT VARIES LOCK DE SIGN INDICATING "GATES RI REMAIN LOCKED IN THE OPEN POSITION DURING HEAD HEIGHT VARIES OPERATING HOURS ". USE OF THE GATE DIFFERENT HEAD HEIGHT VARIES THAN ITS INTENDED PURPOSE WILL REQUIRE HEAD HEIGHT VARIES COMPLIANCE BASED ON THAT USE. HEAD HEIGHT VARIES 20. GEOMETRIC DOOR SIGNAGE PER CBC 111586 CIRCULAR, SECURITY MESH 21, KEYING OF LOCKSETS TO MEET THE CITYS STANDARD D Al? SYSTEM FOR KEYING PUBLIC �5�Cyj� PROJECTS. COORDINATE �� Zrc 0 �. SEE MECHANICAL DRAWINGS KEYING WITH CITY OF �Q �A ENCINITAS PARKS AND w7 z * RECREATION DEPARTMENT. N6: C25156 SEE MECHANICAL DRAWINGS c!� SEE MECHANICAL DRAWINGS 9J 01 -31 -I3 SEE MECHANICAL DRAWINGS F �F CN�� SIZE FIN N h HT 001-21 hQ0 L01 MAINTENANCE A 5' -0" Z -1" SEALED FRAME SEALED DETAIL CV MAINTENANCE SIZE 5' -0" 3' -3" NO. LOCATION TYPE CV HDWR MEN'S RR REMARKS 11. EACH DOOR IN MEANS OF EGRESS SHALL BE EQ. SEALED IPE MTRL FIN L04 MEN'S RR PROVIDED WITH PANIC HARDWARE. DOORS WITH O HT THK MTRL FIN HEAD JAMB m A 5' -0" 2' -8" SEALED F.F. SOLID MTL. PANEL - MATCH SECTION FRAME, TYP. W PER SCHEDULE OTRASH ENCLOSURE GATE SDA PROJECT NO. ARCHITECT 0902 PUBLIC WORKS ACAD FILE NO. Stephen Dalton Architects, INC. A -5.1 444 South Cedros . Studio 182 BY. CITY PROJECT NO: Solana Beach . CA. 92075 1: 858.792.5906 / f: 858.792.5916 DATE: 4' -0Y2" 2' -4y2' 1' -6„ ITI - TYPE 1 GLAZING, TYP - 6' -5y2' 4- -11Y2' 11_6" 21-1y%" 1._8,. 2'-5'/" 11-311 1,_3, 1,_3., V-311 311 5-4" E0 E1 E2 ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT TYPE 2 GLAZING @ SUDING WINDOW ASSEMBLY, TYP O_ LO 5'72 4,_4„ q _v T (V N iN iiuuuiui -q- (7 b 111 V_51/ 10/2' 1 11 a 10y2' W73 W74 W15 W16 ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT GLAZING TYPES TYPE 1: V THICK INSULATED SAFETY GLASS TYPE 2: 1/2" THICK INSULATED SAFETY GLASS NOTE INSULATING -GLASS UNITS, GENERAL: FACTORY- ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, AND COMPLYING WITH ASTM E 774 FOR CLASS CBA UNITS. FENESTRATION SURFACE TO MEET THE FOLLOWING VALUES: MAX U- FACTOR 0.290 MAX (R)SHGC 0.230 DOOR & WINDOW NOTES 1. FIELD VERIFY ALL DIMENSION PRIOR TO ORDERING 2. DOOR SWING DIRECTION PER PLAN 3. WINDOW OPERATION PER TYPE 4, DIMENSIONS DO NOT INCLUDE DOOR FRAME, U.N.O. 5. ALL HARDWARE TO MATCH FRAME COLOR, U.N.O. 6. PROVIDE SUITABLE ISOLATOR BETWEEN DIS- SIMILAR METALS (I.E. ALUMINUM & STEEL) 7. STOREFRONT SYSTEMS MAY REQUIRE STEEL REINFORCEMENT PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE REINFORCEMENT AS REQUIRED 8. REFER TO SPECIFICATIONS FOR DOOR & WINDOW MANUFACTURER AND PRODUCT INFORMATION DOORSCHEDULE 9. REFER TO SPECIFICATIONS FOR HARDWARE SETS LOCATION 10. ALL GLAZING IN DOORS SHALL BE TEMPERED. LOUVER LOUVER SCHEDULE FRAME approve anyomrsston or deviation frotn PULL OR PUSH EFFORT BEING APPLIED AT RIGHT applicable regulations Final approval is subject ANGLES TO HINGED DOORS AND AT THE CENTER to field inspection. One set ofapprov6d pinn' PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT REMARKS TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 1133B.2.5. HEAD HEIGHT VARIES 16. ALL OPERABLE WINDOWS AND FIXED, OPEN -AIR HEAD HEIGHT VARIES LOUVERS SHALL HAVE INSECT SCREENS. HEAD HEIGHT VARIES 17. ALL WINDOWS (U.O.N.) SHALL BE DOUBLE GLAZED HEAD HEIGHT VARIES PER TITLE 24 REQUIREMENTS. HEAD HEIGHT VARIES IS. ALL MANUFACTURED WINDOWS SHALL HAVE A HEAD HEIGHT VARIES LABEL ATTACHED CERTIFIED BY THE NATIONAL HEAD HEIGHT VARIES FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY HEAD HEIGHT VARIES CALCULATIONS. HEAD HEIGHT VARIES 19. GATES THAT ACCESS THE RESTROOM FACILITY HEAD HEIGHT VARIES ARE INTENDED TO BE LOCKED IN THE OPEN HEAD HEIGHT VARIES POSITION DURING FACILITY OPERATING HOURS. HEAD HEIGHT VARIES LOCK DE SIGN INDICATING "GATES RI REMAIN LOCKED IN THE OPEN POSITION DURING HEAD HEIGHT VARIES OPERATING HOURS ". USE OF THE GATE DIFFERENT HEAD HEIGHT VARIES THAN ITS INTENDED PURPOSE WILL REQUIRE HEAD HEIGHT VARIES COMPLIANCE BASED ON THAT USE. HEAD HEIGHT VARIES 20. GEOMETRIC DOOR SIGNAGE PER CBC 111586 CIRCULAR, SECURITY MESH 21, KEYING OF LOCKSETS TO MEET THE CITYS STANDARD D Al? SYSTEM FOR KEYING PUBLIC �5�Cyj� PROJECTS. COORDINATE �� Zrc 0 �. SEE MECHANICAL DRAWINGS KEYING WITH CITY OF �Q �A ENCINITAS PARKS AND w7 z * RECREATION DEPARTMENT. N6: C25156 SEE MECHANICAL DRAWINGS c!� SEE MECHANICAL DRAWINGS 9J 01 -31 -I3 SEE MECHANICAL DRAWINGS F �F CN�� SIZE FIN MTRL DOOR HT 001-21 hQ0 OTRASH ENCLOSURE GATE SDA PROJECT NO. ARCHITECT 0902 PUBLIC WORKS ACAD FILE NO. Stephen Dalton Architects, INC. A -5.1 444 South Cedros . Studio 182 BY. CITY PROJECT NO: Solana Beach . CA. 92075 1: 858.792.5906 / f: 858.792.5916 DATE: 4' -0Y2" 2' -4y2' 1' -6„ ITI - TYPE 1 GLAZING, TYP - 6' -5y2' 4- -11Y2' 11_6" 21-1y%" 1._8,. 2'-5'/" 11-311 1,_3, 1,_3., V-311 311 5-4" E0 E1 E2 ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT TYPE 2 GLAZING @ SUDING WINDOW ASSEMBLY, TYP O_ LO 5'72 4,_4„ q _v T (V N iN iiuuuiui -q- (7 b 111 V_51/ 10/2' 1 11 a 10y2' W73 W74 W15 W16 ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT GLAZING TYPES TYPE 1: V THICK INSULATED SAFETY GLASS TYPE 2: 1/2" THICK INSULATED SAFETY GLASS NOTE INSULATING -GLASS UNITS, GENERAL: FACTORY- ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, AND COMPLYING WITH ASTM E 774 FOR CLASS CBA UNITS. FENESTRATION SURFACE TO MEET THE FOLLOWING VALUES: MAX U- FACTOR 0.290 MAX (R)SHGC 0.230 DOOR & WINDOW NOTES 1. FIELD VERIFY ALL DIMENSION PRIOR TO ORDERING 2. DOOR SWING DIRECTION PER PLAN 3. WINDOW OPERATION PER TYPE 4, DIMENSIONS DO NOT INCLUDE DOOR FRAME, U.N.O. 5. ALL HARDWARE TO MATCH FRAME COLOR, U.N.O. 6. PROVIDE SUITABLE ISOLATOR BETWEEN DIS- SIMILAR METALS (I.E. ALUMINUM & STEEL) 7. STOREFRONT SYSTEMS MAY REQUIRE STEEL REINFORCEMENT PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE REINFORCEMENT AS REQUIRED 8. REFER TO SPECIFICATIONS FOR DOOR & WINDOW MANUFACTURER AND PRODUCT INFORMATION DOORSCHEDULE 9. REFER TO SPECIFICATIONS FOR HARDWARE SETS LOCATION 10. ALL GLAZING IN DOORS SHALL BE TEMPERED. LOUVER LOUVER SCHEDULE FRAME approve anyomrsston or deviation frotn PULL OR PUSH EFFORT BEING APPLIED AT RIGHT applicable regulations Final approval is subject ANGLES TO HINGED DOORS AND AT THE CENTER to field inspection. One set ofapprov6d pinn' PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT REMARKS TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 1133B.2.5. HEAD HEIGHT VARIES 16. ALL OPERABLE WINDOWS AND FIXED, OPEN -AIR HEAD HEIGHT VARIES LOUVERS SHALL HAVE INSECT SCREENS. HEAD HEIGHT VARIES 17. ALL WINDOWS (U.O.N.) SHALL BE DOUBLE GLAZED HEAD HEIGHT VARIES PER TITLE 24 REQUIREMENTS. HEAD HEIGHT VARIES IS. ALL MANUFACTURED WINDOWS SHALL HAVE A HEAD HEIGHT VARIES LABEL ATTACHED CERTIFIED BY THE NATIONAL HEAD HEIGHT VARIES FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY HEAD HEIGHT VARIES CALCULATIONS. HEAD HEIGHT VARIES 19. GATES THAT ACCESS THE RESTROOM FACILITY HEAD HEIGHT VARIES ARE INTENDED TO BE LOCKED IN THE OPEN HEAD HEIGHT VARIES POSITION DURING FACILITY OPERATING HOURS. HEAD HEIGHT VARIES LOCK DE SIGN INDICATING "GATES RI REMAIN LOCKED IN THE OPEN POSITION DURING HEAD HEIGHT VARIES OPERATING HOURS ". USE OF THE GATE DIFFERENT HEAD HEIGHT VARIES THAN ITS INTENDED PURPOSE WILL REQUIRE HEAD HEIGHT VARIES COMPLIANCE BASED ON THAT USE. HEAD HEIGHT VARIES 20. GEOMETRIC DOOR SIGNAGE PER CBC 111586 CIRCULAR, SECURITY MESH 21, KEYING OF LOCKSETS TO MEET THE CITYS STANDARD D Al? SYSTEM FOR KEYING PUBLIC �5�Cyj� PROJECTS. COORDINATE �� Zrc 0 �. SEE MECHANICAL DRAWINGS KEYING WITH CITY OF �Q �A ENCINITAS PARKS AND w7 z * RECREATION DEPARTMENT. N6: C25156 SEE MECHANICAL DRAWINGS c!� SEE MECHANICAL DRAWINGS 9J 01 -31 -I3 SEE MECHANICAL DRAWINGS F �F CN�� SIZE FIN MTRL DOOR HT FIN MTRL L01 MAINTENANCE A 5' -0" Z -1" SEALED FRAME SEALED DETAIL L02 MAINTENANCE SIZE 5' -0" 3' -3" NO. LOCATION TYPE IPE HDWR MEN'S RR REMARKS 11. EACH DOOR IN MEANS OF EGRESS SHALL BE 4' -6" SEALED IPE MTRL FIN L04 MEN'S RR PROVIDED WITH PANIC HARDWARE. DOORS WITH W HT THK MTRL FIN HEAD JAMB SILL A 5' -0" 2' -8" SEALED IPE SEALED IPE PANIC HARDWARE, ALSO REQUIRE KICK PLATE. 12. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN D01 METER RM C 6'4" 7' -2" 1 3/a' FRP FAC FIN FRP FAC FIN 01 1/A -6.5 1/A -6.5 SIM 3/A -6.5 IPE D02 P & R STORAGE B 5 -0" 7' -10" 13/4.. FRP FAC FIN FRP FAC FIN 02 1 /A -6.5 1/A -6.5 SIM 3/A -6.5 5' -0" D03 MAINTENANCE C 7' -8" 7' -10" 1 3/w FRP FAC FIN FRP FAC FIN 03 2/A -6.5 SIM 2/A -6.5 SIM 3/A -6.5 L11 D04 PIPE CHASE 1 A 3' -0" 7' -2" 1 3/� FRP FAC FIN FRP FAC FIN 04 1/A -6.5 1/A -6.5 SIM N/A IPE SEALED IPE L13 MEN'S RR A 5' -0" 5' -8" SEALED IPE SEALED IPE L14 MEN'S RR A 5' -0" BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED 13, LOWER 10" OF ALL (PERSON) DOORS COMPLY WITH D05 RESTROOM 1 A 3' -0" 7' -10" 1314. FRP FAC FIN FRP FAC FIN 05 2(A -6.5 2/A -6.5 SIM 3/A -6.5 1 DOB PIPE CHASE 2 A 3' -0" T -2" 1 3/" FRP FAC FIN FRP FAC FIN 04A 1/A -6.5 1(A -6.5 SIM N/A SEALED IPE L18 P & R STORAGE C Z -O" V -4" FAC FIN METAL FAC FIN METAL L19 P & R STORAGE C Z -0" 1' -4" D07 RESTROOM 2 A 3' -0" 7' -10" 1 3 /a' FRP FAC FIN FRP FAC FIN 05 2/A -6.5 2/A -6.5 SIM 3/A -6.5 1 SECTION 11338.2.6: A. TO BE SMOOTH AND UNINTERRUPTED, TO DOB PIPE CHASE 3 A 3' -0" 7' -2" 1314. FRP FAC FIN FRP FAC FIN 04 1/A -6.5 1/A -6.5 SIM N/A METAL 009 MARINE SAFETY C 7' -8" T -10" 1 a /a" FRP FAC FIN FRP FAC FIN 03 2/A -6.5 SIM 2 /A -6.5 SIM 3/A 6.5 3 METAL FAC FIN METAL APPROVALS CITY OF ENCINITAS - PARKS & RECREATION ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUT CREATING ATRAP OR HAZARDOUS CONDITION. D10 RENTALS D 8' -0" V-01. 2" ALUM FAC FIN STL MANUF 03A WINDOW DOOR & LOUVER SCHEDULES WINDOW, 7/A -6.5 D11 CONCESSIONS A 3' -0" 7' -2" 1 3/.. FRP FAC FIN FRP FAC FIN 06 1/A -6.5 1/A -6.5 SIM N/A D12 CONCESSIONS A 3' -0" 7--2" 1 3/4" FRP FAC FIN FRP FAC FIN 06 1/A -6.5 1/A -6.5 SIM N/A B. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE D13 RESTROOM 3 A 3' -0" T -0" 1 3/. FRP FAC FIN FRP FAC FIN 07 1 O/A -6.5 10&11 /A -6.5 N/A D14 CONCESSIONS A 3' -0" 7' -2" 1 a /a' FRP FAC FIN FRP FAC FIN 08 1/A -6.5 1(A -6.5 SIM 3/A 6.5 1 DOOR. 14. ALL HAND- ACTIVATED DOOR OPENING HARDWARE MEETS THE FOLLOWING REQUIREMENTS, PER 015 MEN'S ENTRY F 5' -0" 9' -4" 2" ST GALV STL GALV 09 N/A 14/A -6.5 N/A D16 WOMEN'S ENTRY G 5' -0" 9' -4" 2" ST GALV STL GALV 09 N/A 14/A -6.5 N/A D17 MECHANICAL A 3' -0" 5' -0" 1 3 /a' FRP PNT HM PNT 10 121A -6.5 12/A -6.5 SIM 12/A -6.5 SECTION 11338.8.5 A. LATCHING, OR LOCKING, DOORS IN PATH OF D18 GARAGE A 3' -0" 61-1011 1 3 /a° FRP FAC FIN FRP FAC FIN ALT -01 5C/A -6.5 IM 3/A -6.5 2 D19 GARAGE E 18' -0" 10' -0" 2" STL PNT STL MANUF ALT -02 A &8B /A -6. 2, 4 TRAVEL ARE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH /PULL ACTIVITY BARS, OR OTHER HARDWARE DESIGNED TO TRASH ENCLOSURE H BAY 5' -8" 3" STL PNT STL PNT GATE 1 -- A &8B /AS-2. "" TRASH ENCLOSURE H 8' -0" 5' -8" 3" STL PNT STL PNT GATE 1 &BB /AS -2. PROVIDE PASSAGE WITHOUT REQUIRING THE REMARKS: 1. GEOMETRIC DOOR SIGN PER, CBC 11158.6 OFFICE OF THE STATE FIRE MARSHAL ABILITY TO GRASP THE OPENING HARDWARE. 2. BID ALTERNATE 1 APPROVED FIRE k3@ INLY B. ALL EGRESS DOOR HARDWARE SHALL BE 3. REF SECTION 1/A1 -3.3 Reviewed by CENTERED > 30" BUT < 44" ABOVE FINISH 4. REF SECTION 4/A2 -2.1 FLOOR LEVEL. API 2 7 2012 15. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED B 1/2 POUNDS FOR EXTERIOR DOORS Appreva AND 5 POUNDS FOR INTERIOR DOORS, WITH SUCH 04/09/2012 100% CD NO. LOCATION TYPE LOUVER LOUVER SCHEDULE FRAME approve anyomrsston or deviation frotn PULL OR PUSH EFFORT BEING APPLIED AT RIGHT applicable regulations Final approval is subject ANGLES TO HINGED DOORS AND AT THE CENTER to field inspection. One set ofapprov6d pinn' PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT REMARKS TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 1133B.2.5. HEAD HEIGHT VARIES 16. ALL OPERABLE WINDOWS AND FIXED, OPEN -AIR HEAD HEIGHT VARIES LOUVERS SHALL HAVE INSECT SCREENS. HEAD HEIGHT VARIES 17. ALL WINDOWS (U.O.N.) SHALL BE DOUBLE GLAZED HEAD HEIGHT VARIES PER TITLE 24 REQUIREMENTS. HEAD HEIGHT VARIES IS. ALL MANUFACTURED WINDOWS SHALL HAVE A HEAD HEIGHT VARIES LABEL ATTACHED CERTIFIED BY THE NATIONAL HEAD HEIGHT VARIES FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY HEAD HEIGHT VARIES CALCULATIONS. HEAD HEIGHT VARIES 19. GATES THAT ACCESS THE RESTROOM FACILITY HEAD HEIGHT VARIES ARE INTENDED TO BE LOCKED IN THE OPEN HEAD HEIGHT VARIES POSITION DURING FACILITY OPERATING HOURS. HEAD HEIGHT VARIES LOCK DE SIGN INDICATING "GATES RI REMAIN LOCKED IN THE OPEN POSITION DURING HEAD HEIGHT VARIES OPERATING HOURS ". USE OF THE GATE DIFFERENT HEAD HEIGHT VARIES THAN ITS INTENDED PURPOSE WILL REQUIRE HEAD HEIGHT VARIES COMPLIANCE BASED ON THAT USE. HEAD HEIGHT VARIES 20. GEOMETRIC DOOR SIGNAGE PER CBC 111586 CIRCULAR, SECURITY MESH 21, KEYING OF LOCKSETS TO MEET THE CITYS STANDARD D Al? SYSTEM FOR KEYING PUBLIC �5�Cyj� PROJECTS. COORDINATE �� Zrc 0 �. SEE MECHANICAL DRAWINGS KEYING WITH CITY OF �Q �A ENCINITAS PARKS AND w7 z * RECREATION DEPARTMENT. N6: C25156 SEE MECHANICAL DRAWINGS c!� SEE MECHANICAL DRAWINGS 9J 01 -31 -I3 SEE MECHANICAL DRAWINGS F �F CN�� SIZE FIN MTRL WIDTH HT FIN MTRL L01 MAINTENANCE A 5' -0" Z -1" SEALED IPE SEALED IPE L02 MAINTENANCE A 5' -0" 3' -3" SEALED IPE SEALED IPE L03 MEN'S RR A 5' -0" 4' -6" SEALED IPE SEALED IPE L04 MEN'S RR A 5' -0" 5' -8" SEALED IPE SEALED IPE L05 WOMEN'S RR A 5' -0" 2' -8" SEALED IPE SEALED IPE L06 WOMEN'S RR A 64' 3' -9" SEALED IPE SEALED IPE L07 ATTIC A 5' -0" Z -5" SEALED IPE SEALED IPE LOB ATTIC A 5' -0" 3' -7" SEALED IPE SEALED IPE L09 ATTIC A 5' -0" 4' -B" SEALED WE SEALED IPE L10 ATTIC A 5' -0" 5'41 SEALED IPE SEALED IPE L11 WOMEN'S RR A 5' -0" 3' -9" SEALED IPE SEALED IPE L12 WOMEN'S RR A 5' -0" 2' -8" SEALED IPE SEALED IPE L13 MEN'S RR A 5' -0" 5' -8" SEALED IPE SEALED IPE L14 MEN'S RR A 5' -0" 4' -6" SEALED IPE SEALED IPE L15 MAINTENANCE A 5' -0" 3' -3" SEALED IPE SEALED IPE L16 MAINTENANCE A 5' -0" 2' -1" SEALED IPE SEALED IPE L17 GARAGE B 3'4' 3'-6" SEALED IPE SEALED IPE L18 P & R STORAGE C Z -O" V -4" FAC FIN METAL FAC FIN METAL L19 P & R STORAGE C Z -0" 1' -4" FAC FIN METAL FAC FIN METAL L20 PIPE -1 C 1'4" 1'4" FAC FIN METAL FAC FIN METAL L21 MARINE SAFETY C 2' -0" 1' -4" FAC FIN METAL FAC FIN METAL L22 RESTROOM 3 C 1' -4" 1' -4" FAC FIN METAL FAC FIN METAL L23 CONCESSIONS C 3'4' V -4" FAC FIN METAL FAC FIN METAL L24 CONCESSIONS C 3'4' 1'A" FAC FIN METAL FAC FIN METAL APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: DATE: 04/20/2012 FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS A-5.1 DATE: DATE: DATE: WINDOW DOOR & LOUVER SCHEDULES WINDOW, SHEET S OF //8 04/09/2012 100% CD ACCESSORIES SCHEDULE NUM FIXTURE QNTY MANUF./ MODEL REMARKS OTOILET PARTITION /SCREEN 3 BOBRICK- 1092 OVERHEAD BRACED SOLID COLOR REINFORCED COMPOSITE OHAND DRYER 6 XLERATOR XL -SB SEMI - RECESSED, USE MANUFACTURER'S RECESS KIT OT.P. DISPENSER 17 BOBRICK 2740 10 O4 36" GRAB BAR 5 BOBRICK 5806 x 36" SEE DETAIL 13 FOR MOUNTING REQUIREMENTS O42" GRAB BAR 9 BOBRICK 5806 x 42" SEE DETAIL 13 FOR MOUNTING REQUIREMENTS 66 MOP HOLDER 3 BOBRICK B -223 x 24 1 @ EACH MOP SINK, 1 @ GARAGE SERVICE SINK O7 CHANGING TABLE 2 BOBRICK/ KOALA KARE KB200 1 EA. IN RR -1 AND RR -2. SEE NOTE 2 NOTE: 1. SURFACE MOUNT ALL ACCESSORIES, UNO 2. INSTALL LASER ENGRAVED ALUMINUM SIGN WITH EASED EDGES OVER LINER OPENINGS USING TAMPER PROOF FASTNERS, SIGN(S) TO READ: "THIS FACILITY DOES NOT SUPPLY DISPOSABLE LINERS - ESTE SERVICIO NO OFRECE FORROS DESECHABLES DE PAPEL" 3. SEE DETAIL 11/.A -5.2 FOR TYPICAL ACCESSORY MOUNTING HEIGHTS, U.N.O. SITE ACCESSORIES SCHEDULE NUM FIXTURE QNTY MANUF./ MODEL REMARKS OCOLUMN BEACH SHOWER 3 BRADLEY COL- 5B -DG -WS STAINLESS STEEL, SEE SHEET AS -1.2 FOR LOCATIONS OB DRINKING FOUNTAIN 1 HAWS 3202G GALVANIZED FINISH, SEE SHEET AS -1.2 FOR LOCATION ROOM # I ROOM NAME 0 METERS 1 P & R STORAGE 2 MAINTENANCE 3 PIPE -1 4 MEN'S RESTROOM 5 RR -1 6 DRESSING 7 PIPE -2 8 MEN'S ENTRY 9 WOMEN'S ENTRY 10 WOMEN'S RESTROOM 11 DRESSING 12 RR -2 13 PIPE -3 14 MARINE SAFETY 15 RENTALS 16 RR -3 17 DRYSTORAGE 18 CONCESSIONS 19 ATTIC 20 MECHANICAL 21 GARAGE LEGEND FLOOR FL1 CONCRETE FL2 CONCRETE PER LANDSCAPE FL3 PLYWOOD BASE EAST B1 CERAMIC TILE N NONE INTERIOR FINISH SCHEDULE FLOOR BASE WALLS BEAMS CEILING C1 PLYWOOD SHEATHING / RAFTERS S1 GLULAM NORTH EAST SOUTH WEST 02 GYP. BD.: 5/8" N NONE MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH FL1 F2 N BEAD BLAST W/ SEALANT Wl W1 /W2 F4 Wl F4 Wl F4 W1 F4 N - C2 F7 FLl F2 N - F4 /F7 Wl /W2 F4 /F7 WI/W2 F4 /F7 W1 /W2 F4 /F7 Si F6 Cl F7 FL1 F2 N - WI/W2 F4 /F7 W1 /W2 F4 /F7 W1 /W2 F4 /F7 W2 /W4 F7 /F1 51 F6 C1 - F7 FL1 F2 N W1/W4 F4 /F1 W1 F4 W1 F4 W4 F1 N - C1 F7 FL1 F2 N - Wl /W5 FS /1`8 W1 /W5 F5 /F8 WI/W4/W5 F5 /F8 /Fl W1 /W4 /W5 FS /FS /F1 S1 F6 Cl F8 FL1 F2 N - W1/W4 F5 /F1 Wl F5 Wl F5 W4 F1 N - C4 F8 FL1 F2 N - Wl /W4 F5 /F1 Wi F5 W4 F3 W4 Fl N - N - FL1 F2 N - W1 F4 W1 F4 Wl F4 Wl F4 N - Cl F7 FL2 F2 N W4 F1 Wl F5 W4 F1 N - N - C3 F1 FL2 F2 N W4 Fl WS F5 W4 F1 N - N - C3 Fl FL1 F2 N Wl/W4/W5 F5 /F8 /F1 Wl /W5 F5 /F8 Wl /W5 F5 /F8 WI/W4 F5 /F1 51 F6 Cl FB FLl. F2 N W4 Fl WS F5 W1 F5 W4 FS N - N - FL1 F2 N - Wi F5 Wl FS W1/W4 F5 /F1 W4 F1 N - C4 F8 FL1 F2 N - W1 F4 Wl F4 WI/W4 F4 /171 W4 Fl N - Cl F7 FL1 F2 N WS F4 W1 /W2 F4 /F7 W1 /W2 F4 /F7 Wl /W2/W4 F4 /F7 /Fl Si F6 Ci F7 FL1 F2 N WS F4 W1 F4 Wl /W4 F4 /F1 W1 /W4 F4 /F1 N - C2 F7 FLl F3 N - Wl F4 W1 F4 W2 F9 Wl F4 N - C4 F7 FL1 F3 131 W3 - W3 - W3 - N - C2 F7 FL1 F3 B1 W3 W3 - W3 - W3 - N - C2 F7 FL3 F7 N - W2 F7 W2 F7 W2 F7 W2 F7 51 F6 Cl F7 FL3 F7 N - W2 F7 W2 F7 W2 F7 W2 F7 51 F6 C1 F7 FL1 - F2 N W4 Fl W4 Fl W4 Fl W4 F1 N - C3 F1 REMARKS PARGE COAT CMU BID ALTERNATE WALL CEILING BEAMS FINISH W1 CMU C1 PLYWOOD SHEATHING / RAFTERS S1 GLULAM F1 SEALANT W2 GYP. BD.: 5/8" 02 GYP. BD.: 5/8" N NONE F2 SEALANT, MIN. COEFFICIENT OF FRICTION: 0.65 W3 FRP PANEL PER DETAIL C3 CONCRETE F3 SEALANT, MIN. COEFFICIENT OF FRICTION: 0.65 W4 CONCRETE - "SEDIMENTARY" C4 MOISTURE RESISTANT GYP. BD.: 5/8" F4 PRECISION W/ SEALANT W5 MOISTURE RESISTANT GYP. BD.: 5/8" N NONE F5 BEAD BLAST W/ SEALANT F6 STAIN: SIKKENS CEDAR 0777 F7 PAINT, COLOR: X F8 PAINT. COLOR: Y 13 54" MIN 36" MIN MIRROR SMOOTH, 12" 6" CMU WALL PER PLAN. 19" HARD & 42" MIN MAX MAX 24" NON - ABSORBENT 12" 24" CLEAR SILICONE WASTE & TOWEL MAX KNEE SPACE MATERIAL MIN. MIN. SEALER. 8" 14" MIN -17" MAX EXTEND 48" CLEAR SPACE BETWEEN • • DRYER MIN LAV APRON FLUSH VALVE MIN UP WALL 36" MAX WALL AND GRAB BAR. S_— DRAIN &HOT RIM NON-ABSORBENT WALL _z —h" SNAP FLANGE COVER. • • WATER PIPING 12" FLUSH VALVE SHALL BE SURFACE ON ALL WALLS TP MAX ON WIDE SIDE 0 o WITHIN 24" OF URINAL m GRAB BAR: 1 -1/4" MIN, TOWEL DISP • INSULATED OR T SEAT SEAT COVERS SHIELDED TO 2 Z z i z 1 -1/2" MAX DIAMETER/ SAN NAPKIN g 2 1 CROSS SECTIONAL PREVENT DIMENSION CONTACT z N N Cl) FF FF ^ °� SHARP OR F * 17" MAX AT ACCESSIBLE FIN FLR NO ABRASIVE o T URINALS. REMAINING 24" MIN SIDE "18FRONT ELEMENTS 17 TOE SPACE URINALS MOUNT PER In UNDER LAV MIN ELEVATION MANUF SPEC 56" MIN. SECURE GRAB BAR TO ELEVATION O WALL WITH FASTENERS W m 0_ PROVIDED BY is ¢ r' t' MANUFACTURER. r r cc Lu Lit SHELF 30 "Wx48 "D CLEAR SPACE z Q GRAB BAR SHALL —wR. �— — 1. 30 "x48" MIN CLEAR FLOOR REQUIRED IN FRONT OF AT 2 W O m LO - RESISTS 250 LB MIN o _ — O o w HOOK SPACE PROVIDED IN FRONT — LEAST (1) FIXTURE - co �` — �- — POINT LOAD PER CBC OF EACH ACCESSORY 36 "WX48" IF BARRIERS ON z z 11158.4.1.3 AND CBC 30 "x48" CLEAR SPACE � � C � EITHER SIDE ARE >24 "D OPERABLE PARTS L - N a 11158 7 2 2. (INCLUDING COIN SLOTS) Co SHALL BE LOCATED 40" MAX L 1 _ _ ABOVE FINISH FLOOR (AFF) — — — — II _l FIN FLR PLAN 60 X48 "CLEAR SPACE@ Ii iu� 3. MEDICINE CABINETS WHEN COMPARTMENT WITH II / NOTE: GRAB BAR SHALL NOT PROJECT PROVIDED) SHALL HAVE AT PLAN END- OPENING DOOR -- LAVATORY OR OTHER MORE THAN 3" INTO THE REQUIRED LEAST (1) SHELF MAX 44" FIXTURE WHERE OCCURS) 60" X 60" CLEAR SPACE @ ADJACENT WALL AFF PARTITION (WHERE R CLEAR FLOOR SPACE. PLAN SIDE-OPENING DOOR OCCURS) GRAB BAR @ CMU ACCESSORY HEIGHTS LAVATORIES URINALS TOILET NTS IN- ADA -010A SCALE: 3/8" = V -0" IN_ADA -004 SCALE: 3/8" = V -0" IN_ADA -007 SCALE: 3/8" = V -0" IN ADA -006 SCALE: 3/8" — V -0" IN ADA -011B 2' REVISIONS I APPROVED I DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ACAD FILE NO. A -5.2 CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION �. 4�BY: BY: BY: BY: �� BY: — DATE: DATE: DATE: DATE: 04/20/2012 DATE: OFFICE OF THE STATE Reviei APPROVED F ONLY APR 2 7 2012 %pproval of this plan does not author ze or Pproveany omission or deviation fr m pplluableregulations Final approval is subject �fluldinspection One set ofapprov dplans .;n h'k Mlailahle on the nroiect sitea all *11< CITY OF ENCINITAS - PARKS & RECREA' FIRE MOONLIGHT STATE BEACH RC E * No. C25155 z cn Q 01 -31 -13 �Q \F CA\.\� DRAWING NO. IMPROVEMENTS A -52 ACCESSORIES SCHEDULE, FINISH SCHEDULE, INTERIOR DETAILS sq SHEET � OF 04/09/2012 100% CD FILTER FABRIC SUBGRADE COMPOSITE DRAINAGE 71T CMU OR CONCRETE MAT / PROTECTION BD WALL PER STRUCTURAL d OVERLAP PER SELF- ADHERING SELF- ADHERING EXTERIOR PLASTER O/ LATH v 10 LIGHT FIXTURE F, TO BE MANUF RECOMMENDATIONS _ — WATERPROOF MEMB. y O/ MOISTURE BARRIER 0/ WATERPROOF MEMBRANE WITH UV _— — — — —� PLYWD. CUSTOMIZED TO FULLY PROTECTIVE FACING. v SHEILA LAMPS SEAM TAPE PER MANUF RECOMMENDATION SEALANT & BACKER ° CONT. SEALANT & ROD. BOARD &IFIL ER DRAINAGE ° BACKER ROD SHEET METAL RECIEVER FABRIC. REMOVE TOP 6" OF CORE & ADHERE a SELF- ADHERING SHEET METAL COUNTER ° FILTER FABRIC TO SWM WATERPROOF MEMB., FLASHING. WITH UV PROTECTIVE CONT. AROUND CORNER EXTERIOR METAL PLASTER FACING. d. COMPRESSIBLE JOINT REVEAL. HOLD SWM BACK 1" 4 FROM FACE OF v ° FILLER SEE EXTERIOR ELEVATIONS j ADJACENT WALL ( FOR LOCATION. CONCRETE SITE INTERIOR RETAINING WALL BROW DITCH, CONT. SEALANT & �i i SEE CIVIL 3/8" MAX. BACKER ROD €' v I DRAWINGS d CMU WALL O CUSTOMIZED FIXTURE F EXTERIOR a v I FILTER FABRIC LINE OF EXISTING SHEILD AO CONC SITE WALL TO CMU WALL d d ° NEW SHIELD PROFILE, FULLY SHEILDS LAMPS COMPOSITE DRAINAGE j MAT/ PROTECTION BD ADDED VANDAL I 4 RESISTANT GRILL SUBGRADE KEYSTONE BLOCKWALL, I I INTEGRAL TO FACE J SEE CIVIL DRAWINGS - ' PLATE �I FILTER FABRIC. ADHERE FILTER FABRIC TO SWM MAT / PROTECTION IA D. GALVANIZED FINISH I W/ UV PROTECTIVE j I FACING. SELF - ADHERING WATERPROOF MEMBRANE zo SCALE: CUSTOM LIGHT FIXTURE DF ° �� INTERIOR FULL @ STUCCO WP @ BROW DITCH 4 d SCALE EX- WALL -042 SCALE: 1112" V -0" WL -FNDN -032 v Q SELF - ADHERING W.P. MEMB. W/ UV CMU OR CONCRETE ' PROTECTIVE FACING. WALL PER STRUCTURAL ° - CMU WALL SEALANT &BACKER EXTERIOR ROD. ABUT WALL PER STRUCTURAL SHEET METAL RECIEVER d SHEET METAL COUNTER �B KEYSTONE SITE WALL TO CONC WALL FLASHING. SEALANT & BACKER ROD OVER COMPRESSIBLE SELF- ADHERING W.P. FILTER JOINT FILLER MEMB. W/ UV FABRIC SUBGRADE COMPOSITE DRAINAGE ° PROTECTIVE FACING. OVERLAP PER MAT/ PROTECTION BD 4 TRENCH DRAIN & GRATE COMPOSITE DRAINAGE MANUF RECOMMENDATIONS PER PLUMBING BOARD &FILTER DRAWINGS- ANCHOR FABRIC. REMOVETOP - — 1 — — _ — SELF- ADHERING PER MANUF. SPEC. WATERPROOF MEMB. 6" OF CORE & ADHERE ° FILTER FABRIC TO SELF - ADHERING W.P. MEMB. W/ UV SEAM TAPE SELF- ADHERING " w PROTECTIVE FACING. PER MANUF v WATERPROOF MEMB., a w — RECOMMENDATION d d > ¢ 4 ° I d CONT.AROUNDCORNER Z ] dCONT. SEALANT & ° a d COMPRESSIBLE JOINT d p —> a d j BACKER ROD FILLER .° a .� d� i4 3. d HOLD SWM BACK 1" q as ° d d FROM FACE OF 4 d ° ADJACENT WALL d d Q z ¢ dv CONCRETE SITE ° CONT. SEALANT & 4 a RETAINING WALL d BACKER ROD a w I FILTER FABRIC a 3/8" MAX. �-- CONCRETE WALL a j I EXTERIOR a INTERIOR ° d c ° TOP OF MAT SLAB PER COMPOSITE DRAINAGE STRUCTL MAT /PROTECTION BD. © CONC SITE WALL TO CONC WALL NOTE: SEE DETAIL 12/A -6.1 FOR CONC TOPPING SLAB- SELF - ADHERING TYPICAL SLAB DESCRIPTION. SLOPE PER PLAN WATERPROOF MEMB. 14 WATERPROOFING @ SITE WALLS TRENCH DRAIN WP @ GROUND SCALE: 11/2" = V -0" WL -MATL -011 SCALE:3 " =1' -0" WL -FNDN -036 SCALE: 11/2" = V -0" WL -FNDN -033 CMU OR CONCRETE SELF - ADHERING - CONCRETE WALL PER BACKER ROD & SEALANT CMU OR CONCRETE WALL PER STRUCTURAL WATERPROOF STRUCTURAL BEYOND OVER COMPRESSIBLE WALL PER STRUCTURAL BACKER ROD & SEALANT MEMBRANE JOINT FILLER BACKER ROD & SEALANT OVER COMPRESSIBLE E�: COMPOSITE DRAINAGE CONCRETE CONGRETE TOPPING BACKER ROD & SEALANT JOINT FILLER CONC. TOPPING SLAB - TOPPING SLAB OVER COMPRESSIBLE SLAB OVER COMPRESSIBLE MAT /PROTECTION BD. SLOPE PER PLAN. JOINT FILLER LINE OF 12" CMU — JOINT FILLER FILTER FABRIC HARDSCAPE PER ° LANDSCAPE PLAN HARDSCAPE PER CONCRETE TOPPING OFFICE OF THE- STATE FIRE MARSHAL LANDSCAPE PLAN NLY SLAB d. I a APPROVED Fl E D P I Reviewed by d. l�v 44 d ROUGH FLOAT FINISH, d ° �d mm Z MAINTAIN TRUE LEVEL °d ..'d a vd d4d fi APR 2 7 2012 d d ° ' 10ro81 of this plan t oes not authorize or d EL: 19.54 (VERIFY W/ - - -. � i �� a ,�� tnvoinissron •r deviationfroua v PLAN ° - r _ _ -, d ° ° _. 1 ..., r d . ° l . . -�'a.+ aczf eguI tions Final approval is subject d d dd d )�� roil On setotaplirovedplans , d d' . d ..r f . d -" �roieci rite at nq ,,._.. d d I �:.......... a d d d d r ion t d d ° ° MAT SLAB PER STRUCT. C °_ : I_; v d a j d ° GRAVEL d { j ( a ° 7 d Q I 4 d I d 7 p d v a Q° a - d i ..._� -t - �. P ... - F d d dv S d d4" 0 PERFQRATED PIPE ° Lu ° d 4" SAND LAYER PER 4 d aw OILS REPORT. ° ° MAT SLAB d d d ° NOTE: SEE DETAIL 12/A -6.1 FOR d, PER STRUCTURAL v ° d NOTE: SEE DETAIL 12/A -6.1 FOR MAT SLAB MAT SLAB a BELOW SLAB MOISTURE TYPICAL SLAB DESCRIPTION. NOTE: SEE DET/�L 12 /A 6.1 FOR d ° a PER STRUCTURAL 4 a E R ° BARRIER. TYPICAL SLAB DESCRIPTION. PER STRUCTURAL TYPICAL SLRB DESCRIPTION. p� QSZE 0� ^ r ti Z a ,,,...� _ No. C25156 rt f a�i� -.-f CPS TF ..,.,,......_.. J 7 3 ,..�a_i �' TYPICAL SLAB FOUNDATION @ WALKWAY FOUNDATION @ WALKWAY FOUNDATION DRAIN OF SCALE: 11/2 " =1' -0" WL -FNDN -040 SCALER 1/2 " =1' -0" WL -FNDN -039 SCALE: 11 /2 " =1' -0" WL -FNDN -037 SCALE: 11/2 " =1' -0" WL- FNDN -034 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE ACRD FILE NO. � Stephen Dalton Architects, INC. MOONLHT STATE PRO IMPROVEMENTS A -6.1 p 61 \ �_, t aaa South Cedros .Studio 182 BY: BY: BY: BY: Y BY: CITY PROJECT NO: Solana Beach. CA. 92076 t: 666.792.5906 / f: 659.792.6916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: EXTERIOR DETAILS SHEET 9 OF ml 04/09/2012 100% CD 04/09/2012 100% CD STANDING SEAM ROOF PANEL STANDING SEAM ROOF PANEL STANDING SEAM ROOF PANEL STANDING SEAM ROOF PANEL Of VENTILATION MAT Of GRID Of VENTILATION MAT O/ O/ VENTILATION MAT Of Of VENTILATION MAT O/ UNDERLAYMENT UNDERLAYMENT UNDERLAYMENT RID UNDERLAYMENT STARTER FLASHING 1/4" GLASS -MAT FACED, 1/4" GLASS -MAT FACED, TREATED GYP BD DECKING TREATED GYP BD DECKING 1/4" GLASS -MAT FACED, TREATED GYP BD DECKING SHEATHING PER STRUCT UNDERLAYMENT -WRAP SEALANT, TYP. ENTIRE CUNT. CLEAT DOWN FASCIA 3 ". CIRCUMFERENCE _� GUTTER BRACKET � ,..... PIPE CLAMP SUPPORT /SPACER 36" O.C. @ METAL SHROUD - MATCH dil MAX. ...., METAL ROOFING , ....., SHEATHING PER SHEATHING PER C METAL PIPE COVER - STRUCTURAL STRUCTURAL 1/4" GLASS -MAT FACED, l MATCH METAL ROOFING I TREATED GYP BD DECKING I LEADER UNDERLAYMENT - RUN UP & I HEAD - SHEATHING PER STRUCT AROUND PIPE MATCH PIPE OF 4"0 OR LESS STANDING SEAM ROOF 2X FASCIA PER STRUCTURAL METAL ROIOFING OVER I MATERIAL DWGS. ( (2) 1X FASCIA BENT CLIP PER STRUCT _ — @ CURVED EAVE LOCATIONS) I •• 1X TRIM S.W.M. I 1 1 e 40 01 WRAP FASCIA IN SHEET .. —... — ........ 40 SHEET METAL METAL FLASHING. Ire •: + WOOD BLOCKING AS 1/4" GLASS -MAT FACED, REQUIRED TREATED GYP BD DECKING J -MOLD PLYWOOD SHEATHING PER EXTERIOR PLASTER Of LATH EXTERIOR PLASTER Of LATH CONTINUOUS VENTED SOFFIT MOLDING STRUCTURAL I> e EXTERIOR PLASTER Of MOISTURE BARRIER Of Of MOISTURE BARRIER 01 SOLDER JOINT . Of LATH Of PLYWOOD PLYWD. SHEATHING. NOTES: I MOISTURE BARRIER EXTERIOR PLASTER Of LATH 1. PIPE PENETRATION TO BE IN PAN OF PANEL ONLY. Of PLYWD. Of MOISTURE BARRIER Of 2. FIELD CUT HOLE IN PANEL 1" LESS THAN DIAMETER OF STACK. BACK CUT HOLE GYP. BD. I ?' GYPSUM BOARD SHEET METAL DRIP EDGE PLYWD. AND BEND PANEL UP AROUND STACK. CAULK CONTINUOUS. 3. PROVIDE ADEQUATE SPACE BETWEEN MTL. PIPE COVER AND PIPE TO ALLOW WALL FRAMING BEAM PER STRUCTURAL FOR THERMAL EXPANSION AND CONTRACTION OF ROOF PANEL PER PLAN EXT PLASTER EAVE @ WALL EXT PLASTER EAVE @ BEAM METAL ROOF EAVE MTL. ROOF PENETRATION 4 EAVE GUTTER 3" = 1' -0" RF -EAVE -079 3`= 1' -0" RF -EAVE -078 3" = V -0" RF -EAVE -077 3" = 114" RF -PENE -002 3" = 1' -0" RF -EAVE -075 WALL PER PLAN INTERIOR FINISH PER GRID INSTALL ROOFING PER MANUFACTURER SPEC. GRID GRID SCHEDULE SUBMIT SHOP DRAWINGS ROOFING PER ROOF PLAN Of EXTERIOR PLASTER Of LATH 0 MOISTURE BARRIER Of 2X NAILER STANDING SEAM ROOF PANEL Of VENTILATION MAT O/ VENTILATION MAT Of UNDERLAYMENT 44' N PLYWOOD. 1!4" GLASS MAT FACED, UNDERLAYMENT TREATED GYP BD DECKING "J" SCREED W/ WEEP HOLES 1/4" GLASS -MAT FACED, N -� TREATED GYP BD DECKING SHEATHING PER STRUCT a SHEET METAL RECEIVER. "' ^ .... � � SHEATHING PER STRUCT CONT CLEAT I SHEET METAL COUNTER �., CONT. CLEAT 2XTRIM �" EXTERIOR PLASTER Of LATH FLASHING � -� � GUTTER BRACKET SUPPORT / GUTTER BRACKET SUPPORT/ Of MOISTURE BARRIER Of _ SPACER @ 36" O.C. MAX. �"' SPACER @ 36" O.C. MAX. PLYWD OR SHEAR PANEL m " ".',,. -. PER STRUCT I M BASE FLASHING low I 'J" SCREED W/ WEEP GYP. BD. b HOLES. FRAMING CLIP PER CANT STRIP STRUCTURAL SHT. MTL FLASHING. z METAL METAL 'v T BUILT -UP ROOFING FRAMING PER STRUCTURAL GUTTER REVEAL 1x P.T. WOOD TRIM PIECE WRAP FASCIA IN — — — PT PLATE PER STRUCTURAL SHEET METAL S.S. FASTENER &NEOPRENE " 1„ 1�� .. @ 8" O P . WASHE R .C, TY SHEET METAL, FASCIA 4 1" 1„ WITH DRIP EDGE CONTINUOUS CLEAT a a __ SHEET METAL DRIP EDGE WOOD BLOCKING � PRESSURE TREATED V CRICKET -BUILD UP WITH AS REQUIRED 2X FASCIA 4X WOOD SILL- REF TO STRUCTURAL a RIGID INSULATION OR WD, METAL REVEAL a PRESSURE TREATED 4X WD. CONTINUOUS a GYPSUM BOARD SILL - REFER TO STRUCT SHEATHING PER STRUCT a VENTED SOFFIT Jp EXTERIOR PLASTER Of LATH Of MOLDING METAL REVEAL ANCHOR BOLT PER STRUCT MOISTURE BARRIER O! PLYWOOD CMU WALL PER PLAN CMU OR CONCRETE WALL WALL PER PLAN PER PLAN ROOF TO WALL FLASHING 4 EAVE GUTTER EAVE GUTTER WALL @ CMU OR CONC. 3" = 1' -0" RF -SD Wl -004 3" = 1' -0" RF -EAVE -074 3" = 1' -0" RF -EAVE -076 SCALE: 3" = 1'-0" WL -TRAN -001 fm BEAM PER PLAN STANDING SEAM ROOF PANEL GRID Of VENTILATION MAT GYP. BD. — — 1/4" GLASS MAT ACED, CMU WALL PER PLAN d FASCIA PER a TREATED GYP BD DECKING FRAMING PER STRUCT. p . DOWNSPOUT A -s 2 UNDERLAYMENT - RETURN SEALANT & BACKER ROD DOWN EAVE SHEET METAL RECEIVER CAS O O ap IN CMU WALL. CONT. CLEAT " 4X PTDF PL PER STRUCTURAL p PLAN. d SHT. MTL. BEAM CAP TO `— MATCH ROOFING IZ4L FORM METAL ROOFING EDGE FORM C13 WRAP CONT. CLEAT p ' Q DOWNSPOUT SPLICE TOP FLANGE CONCEALED I UNDERLAYMENT p I SHEET METAL COUNTHfFICE 0 THE STATE FIRE MARSHAL BY SOFFIT FLASHING. APPROO ED FIRE ONLY p 2X FASCIA PER STRUCTURAL I Reviewed by COCNRETE OR CMU WALL DWGS. ( (2) 1X FASCIA BENT _ m METAL PER PLAN @ CURVED EAVE LOCATIONS) REVEAL _ ° APR 2 7 2012 a DOWNSPOUT STRAP- WRAP FASCIA IN SHT. MTL. BASE FLASHING Approval of thi 3 plan does not authorize or INSTALL PER MANUF. SPEC. SHEATHING PER — CANT STRIP �ppove ony orissionor deviation from . - pplivablorvp;u aeons Final approval is subject STRUCTURAL a 0 field nispect a1 One set of approved pla.; p CMU WALL C p h u`v�l. A BUILT -UP ROOFING eoathenroiertei *eat !� ^ -° b WOOD BLOCKING AS p REQUIRED v p �- - -- S�pAR�y �— CONTINUOUS VENTED tV� N E. V O d NOTE: DOWNSPOUTS OF 10 FT. OR LESS SHALL SOFFIT DRIP /MOLDING 8 HAVE TWO STRAPS OF SUPPORT AND LONGER ti DOWNSPOUTS SHALL BE SUPPORTED AT 10 FT. 2" ATTACH CONCEALED EXTERIOR PLASTER O/ LATH * No. C25166 Z MAX. INTERVALS. PR CLIPS & PROVIDE DRIP EDGE Of MOISTURE BARRIER Of SHEATHING SHEATHING PER STRUCT U' Q 01-31-13 GYP, BD, TO CMU DOWNSPOUT CONN. BEAM ENDS METAL ROOF RAKE ROOF TO WALL FLASHING l� °� 3" = T -0" WL -JOIST -001 SCALE: 3" = 1' -0" WL- PIPE -003 3" = 1' -0" RF -RAKE -062 3" = 1'-0" RF -RAKE -061 3" = 1' -0" RF -SDWL -003 REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE ACAD FILE NO. MOONLIGHT STATE BEACH Stephen Dalton Architects, INC. A -6.2 444 South Cedros . Studio 182 BY: BY: BY: BY: ' BY: IMPROVEMENTS A -6.2 CITY PROJECT NO: Solana Beach. CA. 92075 — t: 858.792.5906 / f: 858.792.5916 (P' 04/20/2012 DATE: DATE: DATE: DATE: DATE: EXTERIOR D ETAI LS SHEET * OF /18 04/09/2012 100% CD 04/09/2012 100% CD ROOF PANEL TRANSLUCENT PANEL TRANSLUCENT PANEL � PENETRATION PER PLAN SKYLIGHT - ATTACH PER CLIP -FASTEN TO SHEATHING W/ S.S. SKYLIGHT - ATTACH SCREW MANUF RECOMMENDATIONS PER MANUFACTURER'S SEALANT, TYP. ENTIRE CANT MTL. COPING, TYP. AT RECCOMENDATIONS CIRCUMFERENCE CONTINUOUS CLEAT METAL ROOF ENTIRE PERIMETER SEALANT, TYP. S.S. PIPE CLAMP CRICKET PER MANUF. SHEET METAL CURB ROOF CLEAT - SOLDER AT MTL. COPING, TYP. AT ENTIRE PERIMETER SHEET METAL SHROUD - PRESSURE- TREATED 4x WD. FLASHING 6" O.C. r SHEET METAL CURB SET IN SEALANT V-T MEMBER - SHAPE TO DRAIN _ ' STANDING SEAM ROOF FLASHING S.W.M. PANEL - SHAPE TO FLASH — — — Z CURB STANDING SEAM ROOF BITUMINOUS FLASHING. — _ PANEL - SHAPE TO FLASH INSTALL PER ROOFING v CLIP - FASTEN TO CURB ' MANUF. SP EC. 1 •1 SHT. MTL. PARAPET CAP " SHEATHING W/ S.S. SCREW BASE FLASHING CLIP - O SHEATHING W/ S.SFSCREW N S.S. FASTENER & NEOPRENE - ' �v VENTILATION MAT, TYP. — — — Z VENTILATION MAT, TYP. 10" to WASHER @ 8" O.C, TYP. ' ROOF CLEAT - SOLDER AT ? UNDERLAYMENT -RUN UP NOTES: 6 O.C. & OVER CURB, TYP. J L . . . . . . . . . . . — 1. PAINT ALL EXPOSED WOOD SURFACES. Q 2. EXPOSED METAL ROOF �'� FLASHING AND COPING � NOTES: _ -- SHALL MATCH METAL `— -- -- -- — ._ 1. PAINT ALL EXPOSED BUILT -UP ROOFING ANCHOR BOLT PER STRUCT. -- ROOFING PANEL FINISH -- WOOD SURFACES. Q� 3. ISOLATE DISSIMILAR 2 METALS. FLASHING AND COPING UNDERLAYMENT- RUNUP SHALL MATCH METAL PLYWD. SHEATHING PER & OVER CURB, TYP. ROOFING PANEL FINISH STRUCT. 4 Ll CMU WALL 1/4" GLASS-MAT FACED, TREATED GYP BD DECKING 1/4" GLASS-MAT FACED, BACKER ROD WHERE GAP IS TREATED GYP BD DECKING > 1/2" & < 1" ROOF SIDE SHEATHING PER STRUCTURAL SHEATHING PER STRUCT DETAIL IS SYMMETRICAL SEALANT, TYP. WOOD CURB, TYP. ABOUT ti WOOD CURB, TYP. FRAMING PER STRUCTURAL FRAMING PER STRUCT PARAPET @ CMU WALL TRANSLUCENT PANEL SKYLIGHT PANEL SKYLIGHT FLAT ROOF PENETRATION SCALE: 3" = V -0" WL -TOP -029 31 = 11-011 RF- SKYLT -03 3" = 114" RF- SKYLT -04 3" = 1' -0" RF -PENE -003 LINE OF FLASHING DEBRIS STRAINER B.U.R. 0/ PLYWOOD SHEATHING NOTES: BENEATH ROOFING PLIES, TYP CLAMPING RING 1. INSTALL DRAIN PER DRAIN MANUF. B.U.R. STRIPPING PLY WRITTEN INSTRUCTIONS. p 30" SQUARE MIN. 1 -1/2 LB LEA 2. EXTEND ROOFING PLIES, METAL FLASHING a FLASHING SET ON FINISHED ROOF IN 30" WIDE MIN. 1 -1/2 LB LEAD FLASHING SET ON AND STRIPPING PLY UNDER CLAMPING RING ROOF CEMENT. 3. SEE PLUMB. FOR DRAIN SIZES & FINISHED ROOF IN ROOF CEMENT. PRIME TOP / PRIME TOP SURFACE BEFORE SURFACE BEFORE STRIPPING. ADDITIONAL INFORMATION. STRIPPING. / \\ CLAMPING RING O C7 / B.U.R. 0/ PLYWOOD K d \ SHEATHING. DEBRIS STRAINER CANT STRIP, TYP. Co X 0- w i �> COMBINATION = U B.U.R. STRIPPING PLY C7 = ROOF DRAIN & WD DECK i OVERFLOW UNIT SUPPORTS, TYP. - U — — — — — — —1 CANT STRIP, TYP. v \ z WD DECK N SUPPORTS, TYP. <> v 6 N RUN ROOFING INTO 1 -3 TYP d SCUPPER OPENING - Q SANDWICH & MASTIC SCUPPER BETWEEN PLIES SHT. MTL. SCUPPER FLASHING NOTES: 1. INSTALL DRAIN PER MANUF. WRITTEN INSTRUCTIONS. 2. EXTEND ROOFING PLIES, METAL FLASHING AND STRIPPING PLY UNDER CLAMPING RING 3. SEE PLUMB. FOR DRAIN SIZES & ADDITIONAL INFORMATION. ROOF DRAIN PIPING DECK CLAMP 4. CONDITION OF SCUPPER IS TYPICAL BOTH (PING SIDES. (NEAR SIDE NOT SHOWN) DRAIN BOWL DRAIN OWL ROOF DRAIN PIPING DECK CLAMP ROOF DRAIN & OVERFLOW SCUPPER @ RESTROOM 1 ROOF DRAIN & OVERFLOW DRAIN @ RESTROOM 3" = 1' -0" RF -SCPR -002 3" = 1' -0" RF- BUR -005 CONCRETE OR CMU WALL PER PLAN SEALANT & BACKER ROD TyP• v DOWNSPOUT p4 v OR OVERFLOW DOWNSPOUT v DRAIN PIPING SEE DETAIL 12/A -6.2 FOR V, THROUGH WALL !� TYPICAL DOWNSPOUT ATTACHMENT TO WALL. p SEALANT, TYP. p v ENTIRE CAST SS DOWNSPOUT v CIRCUMFERENCE NOZZLE, EQUALTO R1942 -3 p Q CAST SS BY MIFAB (800) 465 -2736 DOWNSPOUT SEALANT, TYP. ENTIRE NOZZLE, EQUAL CIRCUMFERENCE TO R1942 -3 BY OFFICE OF THE STATE FIRE MARSHAL MIFAB SHEET METAL RECEIVER CAST APPROVEDFIRLA ONLY (800) 465 -2736 IN CMU WALL. seer -iewed by' _. _ <•��..:.r_- ..z.m.e,. 4 — SHEET METAL COUNTER FLASHING. a V APR 2 i 2012 SEE DETAIL SELF- ADHERING W.P. MEMB. p o .2 FOR d +� W/ UV PROTECTIVE FACING. Approval of this plan does not authorize or APP TYPICAL TYPICAL v p uppk.vp a +yoiseionur deviation apl,li� blr re uianoa Final a waln; subject DOWNSPOUT ATTACHMENT d Q CIP CONC BROW DITCH PER CIVIL OR o fmcl h3spection One set of approved plans TO WALL. WALL PER Q PLANTING AREA PER a nLabie F� 3e nr tnc� ^tte at sL V PLAN LANDSCAPE PLAN. p v PAVEMENT PER 0 AR CHjT — NOTE: a LANDSCAPE ��S N E PROVIDE PRE -CAST 0 F CONCRETE SPLASH BLOCK V �R WHERE DOWNSPOUT a Q p * ' No. C25166 z DAYLIGHT IN PLANTING v a N�A AREA. 9�FOF DOWNSPOUT @ CMU DOWNSPOUT @ CONC. 3 CAO��Q SCALE: 3" = 1' -0" WL- PIPE -001 SCALE: 3" = V -0" WL- PIPE -002 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH FILE AcAD FILE NO. A -6.3 . 444 South Cedros . Studio 782 Solana Beach . CA. 92075 gy. gy; BY: BY: � � gy; IMPROVEMENTS A -6..3 CITY PROJECT NO: t: 858.792.5906 / f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: EXTERIOR DETAILS SHEET if OF MB 04/09/2012 100% CD 04/09/2012 100% CD WALL PER STRUCT'L PAVER &PEDESTAL 1 1/2" Dl SYSTEM INSTALL PER SEALANT & BACKER q SEALANT & BACKER ROD d SEALANT & BACKER ROD PAVER OVER PEDESTAL SYSTEM INSTALL PER 3/16" STANDARD PAVING UNIT SYSTEM MANUF. SPEC. ROD SHT. MTL. FLASHING. Q PAVING UNIT SYSTEM a SHT. MTL. FLASHING. MANUF, SPEC, PROTECTION BD. PAVING PER CIVIL, SLOPE PER PLAN SHT. MTL. SCUPPER 1/2 T.O. PAVER: +14' -6" SLOPE FLASHING. a T.O. PAVER: +14' -6" . a Q q PAVING UNIT SYSTEM p a. °a a °'� 4 d. p' a a LIQUID APPLIED to d WATERPROOF v d 4 d. d PROTECTION BOARD ADJUSTABLE PEDESTAL 4 p " MEMBRANE �N q a DEBRIS STRAINER < a �y/.,63lK ADJUSTABLE PEDESTAL .., BEYOND PROTECTION MEMBRANE 4 - BITUMINOUS FLASHING 4 Q LIQUID APPLIED PROTECTION BOARD - INSTALL PER ROOFING RUN WATERPROOFING WATERPROOFING = 6" WATERPROOFING _ _ _ _ _ _ _ i MANUF. SPEC. MEMBRANE INTO MEMBRANE d MEMBRANE SCUPPER OPENING - SANDWICH & MASTIC CONCRETE TOPPING d d d BITUMINOUS FLASHING LIQUID APPLIED j `r I _ — — — — — — Z SCUPPER BETWEEN PLIE \ SLAB' a d INSTALL PER ROOFING WATERPROOF MEMBRAN .... C\j _ _ 4 MANUF. SPEC. FILTER FABRIC q r_ BACKER ROD.& SE�ALANT OVER COMPRESSIBLE. CONCRETE TOPPING SLAB, SLOPE TOP PER w ? CONCRETE TOPPING Q - a [ COMPOSITE DRAINAGE MAT Q Q BACKER ROD & SEALANT I I JOINT�ILLER. PLAN SLAB, SLOPE TOP PER Q OVER COMPRESSIBLE t I > io d d PLAN Q JOINT FILLER. d d p WATERPROOF MEMB. ZI T.O. ROOF +13' -4" T.O. ROOF: +13' -4" � q � � CONCRETE ROOF PER d a4 CONCRETE TOPPING Q Q p p � STRUCTURAL BACKER ROD & SEALANT SLAB. p ORD. W /PAVEFPMA UF.. q C Q p � Q � d OVER COMPRESSIBLE a q Q Q 4 U p p. JOINT FILLER "Q _. p p Q 4 F Q q Q Q Q CONCRETE ROOF PER Q < CONIC. TOPPING SLAB, WALL PER STRUCTURAL CONCRETE ROOF PER d p STRUCTURAL DWGS a Q SLOPE TOP PER PLAN STRUCTURAL CONCRETE ROOF PER < d p d d CONIC. ROOF PER STRUCT'L STRUCTURAL a SEE DETAIL 11 /Al FOR SCUPPER FLASHING PIPE SUPPORT AS DRAIN / DOWNSPOUT BID ALTERNATE 1 REQUIRED BIDALTERNATE11 BID ALTERNATE 1 BID ALTERNATE 1 BID ALTERNATE 1 GARAGE ROOF SCUPPER1 3 DRAIN @ GARAGE ROOF 10 PAVER TO WALL PAVER c GARAGE ROOF GARAGE ROOF @ WALKWA SCALE: 3 "=1'-0" RF -CDGE -053 SCALE: 3" =1'-0" RF -CDGE -054 SCALE: 3 "=1'-0" RF -CDGE -052 SCALE: 3 "=1'-0" RF -CDGE -051 SCALE: 3 "=1'-0" RF- CDGE-050 1 -1/2" 0 ALUM. TOP RAIL 3/16 1 -1/2" 0 ALUM. PIPE (POSTS, TOP TYP CORNERS CLEANLY MITERED & & BOTTOM RAIL) S.S. CABLE @ $" O.C. TYP. WELDED W/ EASED EDGES a m 1 -1/2" 0 ALUM. PIPE RAILING, TYP CABLE RAILING SYSTEM @ 3" COUNTERSINK CABLE HARDWARE O.C. PER MANUF. -' U ° PROVIDE Y4" 0 WELDING GAS & a O I 1 -1/2" 0 ALUM. POST @ MAX. 5' -0" O.C. ANODIZING CAUSTIC RELIEF HOLE IN BOTTOM OF RAIL PER GUARDRAILS SHALL NOT HAVE h MANUFACTURER'S SPECS. OPENINGS WHICH ALLOW _ PASSAGE OF A SPHERE 4" 0 19 N in 3/4" 0 ALUM. INTERMEDIATE WHERE REQUIRED BY CABLE MANUF. GUARDRAIL SHALL RESIST 50 LBS POST SPACING MAX. 5' O.C. / LF HORIZ @ TOP RAIL & 50 LBS / ? GUARDRAILS SHALL NOT HAVE SF @ COMPONENTS. Cl) OPENINGS WHICH ALLOW PASSAGE SUBMIT SHOP DRAWINGS cn OF A SPHERE 4" 0 ;O 1/4" GAP AROUND POST FILLED w 1 -1/2" 0 ALUM. BOTTOM RAIL ` W/ NON-SHRINK GROUT. COLOR c J TO MATCH CONIC. w T.O. CONC. PARAPET LINE POST END POST N. 1/4" THICK PVC SLEEVE. SIZE ELEVATION ELEVATION 9 ¢ N. SUCH THAT POST FITS W/ 1/4" 6" MIN. TO ai v CLEARANCE ALL AROUND. SLOPE TO 8 40FPOST ALUM. RIBBED TUBE (SCHED. 80) m DECK _ CONIC. ROOF PARAPET 4 p J <I d � _. I p GUARDRAIL SHALL RESIST 50 LBS _ __ _ ELEVA ION VIEW / LF HORIZ @ TOP RAIL & 50 LBS / r - - U. SF @COMPONENTS. L_ J — — = 4" T.O. DECK SUBMIT SHOP DRAWINGS Z_ 4 2 CO Co GUARDRAIL SHALL RESIST 50 LBS d 1" 1" 1" [1,- (2) .128" 0 HOLES FOR (2) 1 /8" 0 — INT. PICKET d C, (LF HORIZ @TOP RAIL & 50 LBS / Q Z Q 4 S.S. BLIND BUTTON HEAD POP SF @ COMPONENTS. Q d FOOT RAIL RIVETS (FIELD DRILL TUBE TO 4„ 01 MATCH) SUBMIT SHOP DRAWINGS � Ito a PLAN VIEW CORNER FIELD a BID ALTERNATE 1 d S.S. CABLE POST JOINT BID ALTERNATE POST BID ALTERNATE 1 PLAN PLAN 1 GUARDRAIL @ GARAGE GUARDRAIL @ GARAGE RAIL CONNECTIONS 1 -1/2" = 1' -0" EX- RAIL -025b 1 -1/2" = 1' -0" EXT- RAIL -022a 3" = V -0" EX -RAIL -028 OFFICE OF THE STATE FIRE MARSHAL APPROVED FIR AN w NLY Reviewed b O APR 2 7 20142 Approval df ehis plan does not authorize appravgah� IM'll"ioilotm �s n"ttaut O1 &mn oP if{i;1"peetta„ Oneyarofapprovli pIto 0bl , vularjafla Final appfoval is subject lth' can tha oro�ecf plaits -at, at ll <` R <1 E .0 O,9`��•�,f J �QZk 0 * No. C2516 z N Q 01 -31 -13 OQ 1 151 12 9 61 3 It REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. ' PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH ACAD FIL E No. FIL A -6.4 444 South Cedros. Studio 182 Solana Beach. CA. 92075 BY: BY: BY: BY: �` �° Y BY. IMPROVEMENTS A -6A CITY PROJECT NO: t: 858.782.5906/f:858.792.5816 DATE: DATE: DATE: DATE: 04/20/2012 DATE: EXTERIOR DETAILS - GARAGE I SHEET R OF /l 04/09/2012 100% CD 04/09/2012 100% CD 4" 4" GRID CAST IN PLACE CONCRETE ,EMBED ° WALL LL °. CMU WALL PER PLAN d HEADER PER STRUCT. a ° 2x2x3/16" TS JAMB a. Frf STUD WALL PER PLAN D Q Q L Q GATE TO REMAIN LOCKED IN OPEN POSITION DURING GYPSUM BD.TYP BOTH SIDES. DOOR PER SCHEDULE CAST IN PLACE CONC. Q Q HOURS OF OPERATION � WALL PER PLAN n FRP PANEL. TYP. BOTH ° LINE OF GATE IN OPEN SIDES. ANCHORS PER DOOR ° POSITION FRP PANELTRIM MANUF. SPEC. — — — — PIECE. TYP. SEALANT & BACKER 4 ' 1 ROD, TYP. 4 ±7- 211A.F.F._— I 4 MU _ 10'-0" A.F.F. � -- -- +7_41A.FF. - -- OA LATCH (OPEN) N � WALL PER PLAN • & BACKER SEALANT &BACKER LINE OF GATE IN OPEN ROD O ROD TYP. ROD POSITION LINE OF WAIL BEYOND FRP DOOR FRAME - INSTALL HEAVY DUTY, S.S. PIANO FRP DOOR FRAME- INSTALL PER MANUF. SPEC. Q LOUVER WITH INSECTS -15/1611 53�q" PER MANUF. SPEC. HINGE WITH 900 LEAF @ ° 7y4 SCREEN. PER GATE ° d ° L MECHANICAL DWGS. DOOR PER SCHEDULE — 2x2x3/16" TS GATE FRAME I —� O r IF SQUARE STEEL ROD, BURGLAR BAR SYSTEM TYP, DOOR PER SCHEDULE LOUVER HEAD @ CONCRETE N Q d BURGLAR BAR SYSTEM Od O a° ° a Ya" SHEET METAL PROFILE PER ELEVATION (SHEET ALIGN FACE OF LOUVER WITH FACE OF DOOR DOOR H EAD/JAM B (SIM SECTIONAL DOOR JAMBS p00 R HEAD/ JAMB (SIM) µ °q" ,. 1" A -5.2) SCALE: 3" - V -0" DR- HEAD -035 3" =1' -0" DR- JAMB -019 BELOW SCALE: 3" = V -0" DR- HEAD -032 EMBED TS2x2x3 /16" MOUNTING SEALANT & BACKER CMU WALL PER PLAN POST FRP WALL PANELS O ROD AND TRIM PIECES. JAMB AT HINGE SIDE O FLASHING SEALANT &BACKER ° ROD hh —k _ _ +7' -8" A.F.F. _ 1101 DOOR PER SCHEDULE 01 11 Mill 11 11 1 ° TUBE STEEL HEADER ° a < DOOR PER SCHEDULE d STRUCTURAL 4 Q.e ° FASTENERS PER DOOR DWGS. GALVANIZED MANUF. SPEC. a AND a a 4 B LOUVER SILL @ TUBE STEELwr. CAST IN PLACE CONC. 4 — CONCRETE WALL PER WALL PER PLAN PLAN n a a CHAMFER PER Q . C STRUCT. PLAN ° L1.5x1.5 STEEL LATCH W/ 1/2"0 Q. ±7-0" A.F.F. ±8'-0" A.F F. HOLE FOR LOCK ° ° A COILING DOOR J MB @ CONCRETE �' STRUCTURAL DWGS. N d ° 4 c - — SEALANT & BACKER SEALANT & BACKER ROD TYP. ROD TYP. O LATCH (CLOSED) 53�a" 138 3�4 534 FRP DOOR FRAME - ATTACH FRP DOOR FRAME - INSTALL 2" PER MANUF. SPEC. PER MANUF. SPEC. Q DOOR PER SCHEDULE Q FRP DOOR FRAME - INSTALLPER DOOR PER SCHEDULE MANUF. SPEC. FASTENERS PER DOOR N MANUF. SPEC. DOOR PER SCHEDULE STEEL COLUMN PER STRUCT. - GALVANIZED AND PAINT r SEALANT & BACKER ALL STEEL TO BE HOT DIPPED' ROD GALVANIZED. SHOP FABRICATE (INCLUDING WELDING & DRILLING) PRIOR TO GALVANIZING FRP WALL PANELS AND TRIM PIECES. BID ALTERNATE 1 UC DOOR HEAD @ TUBE STEEL ( JAMB SIM. ) ELEVATION B COILING DOOR JAMB @STEEL COLUMN BID ALTERNATE 1 GATE JAMBS @ RR 14 JAMB @ CORNER CMU COILING DOOR JAMBS DOOR / LOUVER DOOR HEAD /JAMB (SIM) SCALE: 3" = V -0" SCALE: 3" = V -0" DR- JAMB -021A DR- JAMB -020 SCALE: 3" = V -0" DR- HEAD -034 SCALE: 3" = V -0" DR -HEAD -033 HEADER PER STRUCT. DOOR PER SCHEDULE 1Y2' AMPLITUDE TYP SEE DOOR TYPES F & G, SHEET A -5.1 FOR FULL EXTENT STUD WALL PER PLAN GRID OF GATE CONTRACTOR TO SUBMIT GYPSUM BRD. PRE- FINISHED STEEL SHOP DRAWING SEALANT &BACKER THRESHOLD. MAX. SLOPE OF ANY PORTION IS 2:1. MAX TS2x2 GATE FRAME ROD, TYP. VERTICAL RISE IS 1/4" MAX — —_ — — / OVERALL HEIGHT IS 1/2 ". U ` FRP DOOR FRAME - o w � \ PER � O ., MANUFINSTALL �� SPEC . . SET THRESHOLD IN � ` � CONTINUOUS BED OF fr LL SEALANT +4' -0" A.F._F._ 3/4" BAR STOCK PICKETS @ _ _ 4 3 -1/2" O.C. (SPACING VARIES ...... @ EVERY THIRD PICKED 634" 4 BACKER ROD & SEALANT OVER EVERY THIRD PICKET IS DOOR PER SCHEDULE - Q COMPRESSIBLE OFFSET 3" VERTICALLY JOINT FILLER " �.� 4 d . HARDSCAPE PER p 4 LANDSCAPE PLAN. SLOPE IN DIRECTION OF 1/8" SHEET METAL CUT OUT FINISH FLOOR TRAVEL = 5% MAX. (SHOWN IN GRAY SCALE) i a CROSS SLOPE= 2 %. AR�y�T 1) 4 4 THIS THRESHOLD MUST BE �StiD o * No. C25166 z FOR ADDITIONAL A -6.5 a ADA COMPLIANT TYPICAL REPETITION INFORMATION SEE _ [!� RR GATE DOOR HEAD /JAMB (SIM 21 DOOR THRESHOLD �F GA0 SCALE: 1" = 1' -0" EX- GATE -006 SCALE: 3" = 1' -0" DR- HEAD -036 SCALE: 3" = V -0" DR- SILL -005c REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. • Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH ACRD FILE NO. A -6.5 444 South Cedros . Studio 182 Solana Beach . CA, 92075 BY: BY: BY: BY: BY: IMPROVEMENTS A -6.5 CITY PROJECT NO: t 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: DOOR DETAILS [SHEET ; OFD /8 04/09/2012 100% CD 04/09/2012 100% CD NOTE: NOTE: SEE DETAIL 9/A -6.6 FOR BURGLAR BAR SYSTEM BURGLAR BAR SYSTEM FRAME: 1/4" THICK X 1 -1/4" WIDE STEEL FLAT BARS. WELD ALL CORNERS. d DESCRIPTION. BAR: VERTICAL 2'DIA. STEEL ROUND BARS. WELD TO FRAME. SPACE BARS @ B" O.C. GRID a d a HOT DIP GALVANIZED & PAINT ENTIRE ASSEMBLY. CAST IN PLACE CONC. WALL n INSTALL @ ALL WOOD LOUVER AND MECHANICAL LOUVER OPENINGS TYPICAL. SEALANT & BACKER ROD, CUSTOM SIZE - FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION. GRID 4 TYP. USE S.S. FASTENERS TO SECURE BURGLAR BAR SYSTEM TO CMU WALLAND WOOD LOUVER FRAME. ALL FASTENERS TO BE COUNTERSUNK INTO STEEL FRAME. 13 313/16'. ASSEMBLY TO RESIST 20 LBS. FORCE APPLIED TO ANY COMPONENT. SHIM SPACE i -� 2X8 WOOD FRAME - –_ GYP. BD. / \ FASTENER: COUNTERSUNK 12" O.C. WITH WOOD z 11 I / \ / \ GYPSUM BD. PLUG J DRAWINGSSTRUCTURAL 2X6 WOOD LOUVERS - FIXED METAL — _ _ _ _ _ SHIM SPACE EXTERIOR CEMENT PLASTER REVEAL 0/ LATH 0/ MOISTURE (9 SEALANT & BACKER ROD, I BARRIER 0/ PLYWOOD. `o I EXTERIOR PLASTER 0/ LATH TYP II O/ MOISTURE BARRIER O/ METAL SILL FLASHING WATERPROOF MEMBRANE BUGLAR BAR SYSTEM PLYWD. METAL + REVEAL v METAL DRIP EDGE INSECT SCREEN \ , Il I WOOD FRAMING, SEE SEALANT &BACKER ROD, i STRUCTURAL DRAWINGS o o co 11 TYP. J -MOLD z z SHIM SPACE GYP. BD. w J -MOLD W( WEEP HOLES O HEAD - LOUVER AT CONCRETE WALL z a I SELF- ADHERING °- 2X8 WOOD FRAME - W (L 2X8 WOOD FRAME- q II' WATERPROOF MEMBRANE = SEALANT & BACKER ROD, FASTENER: COUNTERSUNK x FASTENER: COUNTERSUNK .: I I. OVER MOISTURE BARRIER. TYP. ALL FASTENERS TO BE HOT @ 12" O.C. WI WOOD c7 SCREW @ 12" O.C. WITH I SHIM SPACE DIP GALVANIZED PLUG 2 WOOD PLUG ... EXTERIOR CEMENT PLASTER ROUGH OPENING DIM O/ LATH O /MOISTURE BARRIER 0/ PLYWOOD. TRANSLUCENT PANEL �4 4 2X6 WOOD LOUVERS - FIXED I .,., FRAME PER MANUF. -ALIGN y- W/ EXTERIOR PLYWOOD p = — — _ — — — _ — TRANSLUCENT PANEL PER A \ O BURGLAR BAR SYSTEM WALL PER PLAN. MANUF. 4 INSECT SCREEN O GLULAM BEAM @ WOOD FRAMING WALL c cs- — O HEAD TRANSLUCENT PANEL AT WOOD FRAMING OHEAD - LOUVER AT WOOD FRAMING 3136" 4 0 SEALANT & BACKER ROD, GYP BOARD - PAINT NP' ROUGH OPENING DIM ROUGH OPENING DIM CAST IN PLACE CONC. WALL OB JAMB - LOUVER AT CONCRETE WALL SEALANT &BACKER ROD, TYP. - - - -e— a \ O SEALANT &BACKER ROD, TRANSLUCENT PANEL BUGLAR BAR SYSTEM I +i TYP. FRAME PER MANUF. PANEL PER I SHIM SPACE MANUF. INSECT SCREEN — I REVEAL z I - - -- � I p 2X6 WOOD LOUVERS - FIXED — — _ _ = — SEALANT & BACKER ROD, 0 1 TYP. LINE OF GYP. SHIM SPACE N 4° J -MOLD BD. BEYOND TRANSLUCENT PANEL SEALANT & BACKER ROD, FRAME PER MANUF. 4„ TYP. 2X8 WOOD FRAME - EXTERIOR PLASTER 0/ LATH FASTENER: COUNTERSUNK 0/ MOISTURE BARRIER 0/ EXTERIOR CEMENT PLASTER _ @ 12" O.C. WITH WOOD PLYWD. TRANSLUCENT PANEL PER O/ LATH 0/ MOISTURE PLUG TO MATCH LOUVER MANUF. BARRIER O/ PLYWOOD. SEALANT & BACKER ROD, d WOOD STUD FRAMED TYP. Q U d JAMB - LOUVER AT WOOD FRAMING LINE OF PLASTER BEYOND WALL 4 CAST IN PLACE CONC, WALL 4 BID ALTERNATE 1 ALL FASTENERS TO BE HOT OSILL - LOUVER AT CONCRETE WALL DIP GALVANIZED B JAMB TRANSLUCENT PANEL AT WOOD FRAMINGFFJCE O FTxE STATE FIRE MARSHAL. OHEAD - TRANSLUCENT PANEL AT GLULAM BEAM APPR VED LY -14 WOOD LOUVER @ CON Reviewed by GRID - SCALE: 3" = 1' -0" EX -LOUV -030 INSECT SCREEN GRID 2 APIA 2 7 7012 GRID CMU WALL PER PLAN 0 w SEALANT & 9movalot novc i TRANSLUCENT PAN yid re its plan does not authofizeor rl lssion or deviation frntrt nn Final O BURGLAR BAR SYSTEM 0 BACKER ROD, TYP field M MANUF- o field inspe flpproval d laps �, + tiou tton One set oPspllroved; it.ts a". be avail ibicoo the nroiecl ,,We a1 0 � . SEALANT &BACKER 0 TRANSLUCENT PANEL PER 2 0 TRANSLUCENTPANEL ROD ¢ 2X6 WOOD LOUVERS - FIXED MANUF. o z FRAME PER MANUF. — 11 " LOUVER WITH INSECTS z Z fSCREEN PER z wa TRANSLUCENT PANEL a 0 SHIM SPACE MECHANICAL DWGS. 2X8 WOOD FRAME- 0 FRAME PER MANUF. x FASTENER: COUNTERSUNK = M METAL SILL FLASHING - BURGLAR BAR = N SCREW @ 12" O.C. WITH MATCH STANDING SEAM SYSTEM WOOD PLUG SHIM SPACE ROOF MATERIAL. + SEALANT &BACKER ROD, METAL SILL FLASHING 1 OA LOUVER HEAD @ U (JAMB SIM.) TYP. LOUVER WITH INSECTS 1 SHIM SPACE D v J -MOLD SCREEN PER I I I SELF- ADHERING II MECHANICAL DWGS. I I METAL SILL FLASHING. WATERPROOF MEMBRANE 1 SEALANT & BACKER I I d I 1 ROD Q SHEET METAL I I J -MOLD CMU WALL OR CONC. WALL EXTERIOR CEMENT PLASTER FLASHING PER STRUCT. 0/ LATH O /MOISTURE I Et XTERIOR PLASTER O/ LATH BARRIER 0/ PLYWOOD. CMU WALL PER PLAN O/ MOISTURE BARRIER 0/ WOOD STUD FRAMED ARCy PLYWD. WALL PER PLAN. E S�0 �C� /J NOTE: EN O Fn SEE DETAIL 9/A -6.6 FOR BURGLAR BAR SYSTEM O LOUVER SILL @ CMU DESCRIPTION. C SILL - LOUVER AT WOOD FRAMING O O SILL - TRANSLUCENT PANEL AT CMU OR CONC. WALL O SILL - TRANSLUCENT PANEL AT WOOD FRAMING o * No. C2516 z c!1 Q 15 MECH. LOUVER @ CMU WOOD LOUVER @ STUCC TRANSLUCENT PANEL TRANSLUCENT PANEL OF GN0` Q SCALE: 3" = V -0" EX -LOUV -031 SCALE: 3" = V -0" EX -LOUV -029 SCALE: 3" = 1' -0" GL -TRNS -002 SCALE: 3" = V -0" GL -TRNS -001 REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF -3 ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH ACRD FILE NO. A -6.6 444 South Cadres . Studio 182 Solana Beach . CA. 92075 :a BY : BY: BY: --� u BY: i``2 BY: IMPROVEMENTS A -6.6 CITY PROJECT NO: t: 858.792.5906 / 1: 858.792.5918 I DATE: DATE: DATE: DATE: 04/20/2012 DATE: OPENING DETAILS x I SHEET OF //B 04/09/2012 100% CD REVISIONS BEAM / LINTEL PER STRUCT'L DWGS GRID 6" MAX 4' -0" CANOPY LENGHT WA d D D v RCy�� E N N IN 1 v D v 4 D v 6„ D a ALUM. BREAK METAL, TYP. �A STOREFRONT @ REGULAR COUNTER STOREFRONT - SECTION SCALE: 3" = 1'-0" APPROVED DATE SUB - CONSULTANT -i SDA PROJECT NO. 0902 ACAD FILE NO. A -6.7 CITY PROJECT NO: CMU WALL PER PLAN SEALANT SHEET METAL FLASHING - MATCH STANDING SEAM ROOF MATERIAL PUSH -UP COUNTER DOOR ASSEMBLY, COORDINATE CUSTOM LENGTH PER STOREFRONT WINDOW TYPE PROFILE. PUSH -UP COUNTER DOOR HOOD PER MANUFACTURER, CLEAR ANODIZED ALUMINUM FINISH. TUBE STEEL BEYOND, SEE STRUCTURAL PLAN. THROUGH -BOLT, PER PANEL MANUFACTURER'S RECOMMENDATION. 1 "X 1" STEEL ANGLE AT I2 "O.0 WOOD GRILL PANELS, 3 3/4" DEEP ASSEMBLY, 1 "X 3 1/4" IPE WOOD MEMBERS, SPACED 6 MEMBERS PER FOOT 3' -3" 2" X 3" STEEL ANGLE LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS OPERABLE STOREFRONT WINDOW, WHERE OCCURS ALL STEEL MEMBERS - HOT DIPPED GALVANIZED AND PAINT. TYPICAL, U.N.O. PRE -DRILL ALL HOLES PRIORTO GALVANIZING METAL LETTERS, SEE GRAPHICS DRAWINGS I I I I I I I I STEEL CHANNEL, SEE 1 STRUCTURAL DRAWINGS A -6.7 METAL BACKER CROSSPEICE �SS METAL DOWEL I I 1" VARIES - ±4' -0" TO ±6-5 1/2" STOREFRONT WINDOW VERIFY EXACT LENGTH IN FIELD TO MATCH STOREFRONT FRAME ASSEMBLY TO FIT BETWEEN CANOPYTS MEMBERS PUSH -UP COU DOORHOODI TUBE STEEL, STRUCTURAL PUSH -UP COU DOOR TRACK PUSH -UP COU DOOR, TYP SS COUNTER-1 SEE 10/A -6.8 SS COUNTER SEE 10/A -6.8 0 N co e.! MAXIMUM SUSPENSION CANTILEVER IS 6" FROM CENTER OF ANGLE TO EDGE OF WOOD GRILL VARIES 1' -0" TYP. VIF 1" X 1" STEELANGLE TYP. SS METAL DOWEL 1' -0" TYP. METAL BACKER CROSSPIECE EQ. i VARIES PER PLAN, VIF 3" MAX I � MAXIMUM MEMBER CANTILEVER IS 3 ". IF MEMBER CANTILEVER EXCEEDS 3 ", ADD A SUPPLEMENTAL END BACKER FOR LATERAL SUPPORT OF MEMBERS. WOOD GRILL PANELS, 3 3/4" DEEP ASSEMBLY, 1"X 3 1/4" IPE WOOD MEMBERS, SPACED 6 MEMBERS PER FOOT EQ. WOOD SHADE - SECTION SCALE: 3" = T -0" GL -STOR -001 v D D . a 4 d ALUM. BREAK MET , 77—�jj PER MANUFACTURER RECOMMENDATION ALUMINUM SLIDING SERVICE WINDOWSILL SERVICE WINDOW, FIXED SASH LINE OF MODIFIED STRUCTURAL MEMBER ABOVE, SEE STRUCTURAL DRAWINGS LINE OF STRUCTURAL MEMBER ABOVE, TYP SEE STRUCTURAL DRAWINGS PUSH -UP COUNTER DOOR TRACK, TYP ALUMINUM STOREFRONT FRAMING ALUM. BREAK METAL, TYP. PER MANUFACTURER RECOMMENDATION BLOCKING STRUCTURAL STEEL, TYP - SEE STRUCTURAL DRAWINGS PUSH -UP COUNTER DOOR, TYP BLOCKING ALUM. BREAK METAL, PER MANUFACTURER RECOMMENDATION MULLION @ SLIDING WINDOW MULLION ALUMINUM STOREFRONT FRAMING SERVICE WINDOW, OPERABLE SASH SCREEN OFFICE OF THE APPROVE Reviewed by' APR 2 7 2012 Approval of this plan Joes not authorize or approve any omissioi or deviation from apphcableregulatlon Finalapprovalissubjefl to eild inspection. 0 e set ofapprovedglg?s ha.11be available on enroieet�tteatR3lt-a - == GLAZING ALUMINUM STOREFRONT FRAMING JAMBS @ I JAMB @ O COILING COUNTER DOOR ELEVATION (N.T.S.) CORNER STRUCTURAL TS STOREFRONT - PLAN VIEW ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 By. Solana Beach. GA. 92075 1: 858.792.5906 / t: 856.792.6916 DATE: GL -STOR -001 ENGINEERING RY. DATE: SCALE: 3" = V -0" APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04/20/2012 DATE: FIRE JAMB GL -STOR -001 OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS OPENING DETAILS 04/09/2012 100% CD RCy�� E 0 N6. C25156 Z N 01 -31 -13 OF C N110 DRAWING NO. A -6.7 CcIP SHEET A OF/ /g 04/09/2012 100% CD 04/09/2012 100% CD 21-61 21/4'� e SS COUNTERTOP 'IV Iv SS COUNTERTOP 00 MARINE GRADE PLYWOOD MARINE GRADE PLYWOOD e BLOCKING BEAM PER STRUCTURAL PLYWOOD PER STRUCTURAL METAL DWGS. DWGS. :1: 3 7 7,mzira a =77— REVEAL TYP. SHIM SPACE 00 PLYWOOD PER STRUCTURAL 811 SS FINISH PANEL SEALANT & BACKER ROD DWGS. 10 4 TYP. ----------------------- ----- ----- ------------------------ – ------- 2X WOOD FRAMING PER LINE OF ACCESSIBLE HEIGHT GYP. BD. --� STRUCT. DWGS. JOIST PER STRUCT. DWGS. – ---------------- --- – COUNTER, WHERE OCCURS GYP. 13D WOOD FRAMING PER 1% 3 1/2" STRUCT. DWGS. 00 GYP. BD. in A V S HEARWALL PER STRUCT. WOOD PLATE PER STRUCT. u1 2 X 3 STEEL ANGLE DWGS. (WHERE OCCURS) ev DWGS. OFFICE OF THE STA -,FIRE MARSHAL 00 WOOD PLATE PER STRUCT. :IRE APPROV!ED FIRE ,I OWELD & GRIND FRP PANEL C11 CMU WALL PER STRUCTURAL DWGS. 7,�evicwed by SMOOTH @ 4 DWGS. PASS-THRU 21-611 APR 2 2012 METAL REVEAL. TYP. BOTH SIDES JOIST PER STRUCT. DWGS. andoes Approval of this pl.andoes gpprovo any mission ca d� ot authorize or viation frorn is 3 R CONCRETE EXTERIOR PAVING METAL CORNER TRIM TYP. AT pplicablo regulations Fin �3'fiold inspectionODC SOt la pproval subject of approved plans tl ?'Vpflabjeon the nmiect site at DETAIL A OUTSIDE CORNER. A ,4 CMU WALL PER STRUCTURAL 1 11 — CMU WALL PER STRUCTURAL 4 On DWGS. In DWGS. to 4 GYP. BID. SS COUNTER AT PASS=THRU WALL FINISH @ INT, BEAM 7 CEILING @RENTALS WALL @PIPE CHAS E 1 11/2"=1'-0" IN–MISC-016 3r'– 11-011 IN-CLNG-014 3" = 11-01, IN-CLNG-015 3., V-0., IN-CLNG-014 EXTERIOR PLASTER 0/ LATH 0/ CMU WALL PER STRUCTURAL MOISTURE BARRIER 0/ PLYWD DWGS. GYP. BID. OR SHEAR PANEL PER STRUCT METAL REVEAL, MATCH ELEVATION OF METAL JOISTS PER STRUCT. REVEAL AROUND ROOM JOISTS PER STRUCT. DWGS. PERIMETER DWGS. r n/ GYP. BID. -7 "J" SCREED W/ WEEP I, HOLES. I SHT. MTL FLASHING. 1 X WD. TRIM PIECE < I PRESSURE TREATED SILL PRESSURE TREATED SILL PLATE REFER TO STRUCT PLATE - REFER TO STRUCT GYP. BID. YP.BD. FC METAL REVEAL FRP TRIM PIECE. CEILING FINISH @ CMIJ WALL ETAL REVEAL. I h; STC PER STRUCT. DWGS. S.S. FASTENER & NEOPRENE JOISTS PER STRUCT. WASHER @ B" O.C, TYP. WOOD FRAMING PER DWGS. BEAM PER STRUCT. DWGS. STRUCTURAL DWGS. CONTINUOUS CLEAT EXTERIOR PLASTER 0/ LATH 0/ GYP. BID. MOISTURE BARRIER 01 PLYWD OR SHEAR PANEL WHERE OCCURS, SEE STRUCT. DWGS. FIBER REINFORCED PANEL GYP. BRID. PAINT (FRP) 0/ GYP. BRD. FIBER REINFORCED INSTALL PER MANUF. SPEC. PANEL (FRP) AND TRIM < PIECE. INSTALL PER CORNER BEAD MANUF. SPEC. BEAM PER STRUCT. DWGS. CMU WALL PER STRUCT. OCEILING FINISH @ FRP DWGS. FINISH INT/EXT BEAM I WALL FINISH INT. BEAM 8. CEILING FINISH FRP 5 CEILING FINISH @ CMU 2 SCALE: 3" 1'-0" IN-BEAM _01 SCALE: 3" I V-0" IN- BEAM -002 311 IN-CLNG-017 311 = 14. IN-CLNG-014 GYP. BOARD CMU WALL PER PLAN W/ PARGE FIBER REINFORCED PLASTIC COAT, SMOOTH FINISH TO RECEIVE PANEL (FRP) INSTALL PER FRP PANEL MANUF. SPEC. FIBER REINFORCED PLASTIC PANEL (FRP) INSTALL PER MANUF. SPEC. R.O. FRP TRIM PIECE FIRE EXTINGUISHER A SEALANT AND BACKER ROD THIN-SET CERAMIC TILE FRP TRIM PIECE SEALANT AND BACKER ROD. Sim. A WITH INTEGRAL 3/4" R COVED BASE THIN-SET CERAMIC TILE WITH INTEGRAL BASE 3/4" R COVED % , D CERAMI EMBED TILE 1/2 IN CONC. EMBED CERAMIC TILE 1/2" IN CONC. xQ0011 < Top PING SLAB TOPPING SLAB PLAN VIEW U: FOR FLUSH FIN. FOR FLUSH FIN. ROUGH OPENING (R.O.) A -Z 0 . . . . . . . . . . . . DOOR < < SEALANT & BACKEF ATTACH PER v ROD OVER M I MANUF 16 4 16 COMPRESSIBLE 177 ..... .. .... . . RECOMMENDATIONS L SILL PLATE PER < ISTRUCTURALDWGS. JOINT FILLER. TYP. QD SEMI- RECESSED FIRE EXTINGUISHER SIDE VIEW CABIN ETWITH 16 '6 ARC DETAIL OA ROLLED EDGE A E, TRIM. 1, < . < . CONC. TOPPING NC. TOPPING C_'A SLAB PER STRUCT. SLAB PER STRUCT. No. C25165 MAT SLAB PER 16 <I 1 MAT SLAB PER STRUCT. STRUCT. 01-31-11 5 121 FIRE EXTINGUISHER CABINET 9 COVED BASE WD FRAMING BASE @ CMU WALL COVED LJ^%_J OFC N\� NOT TO SCALE IN–WALL-013B SCALE: 3" = V-0" IN-BASE-003 SCALE: 3" = V-0" IN-BASE-002 REVISIONS APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH ACAD FILE NO. A-6.8 444 South Cedros. Studio 182 BY: BY: BY: BY: BY: IMPROVEMENTS A-6.8 CITY PROJECT NO: Solana Beach CA. 92075 t: 858.792.5906 /1: 858.792,5916 I DATE: DATE: DATE: DATE: 04/20/2012 — DATE: INTERIOR DETAILS Y7 1 SHEET 0 OF//5 04/09/2012 100% CD 10' -0" 0 t`1 m to 30' -0" I m M® I I WOMEN'S ENTRY ENTRY d d Q a' 0 a � d9 a a a v a d ° d d a d d V d Q d' O ° d Q ' d dd a d v d d d G d d a d 11' -4" 82' -8" 41' -4" 1 Al -3.3 04/09/2012 100% CD 0f 11 STEEL NOTE BAR REINFORCEMENT SHALL LSE: GR 40.04 4 SMALLER ASTM A615 GR 60 • 45 4 LARGER ALL REINFORCING STEEL TO BE EPDXY COATED. THE 'CARBON EQbUIVALENT' OF ANY REINFORCING TO BE WELDED SHALL BE DETERMINED BY A TESTING LAB. IF THE "CARBON EQUIVALENT' (C.E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED WITHOUT PREHEEATING. IF THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A. CARBON EQUIVALENT ABOVE 0.15. WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12 INCHES MINIMUM. E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 MBAR E90XX ELECTRODES 8HALL BE USED IN WELDING GRADE 60 REBAR VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL (U.O.N.) AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 2001 CSC. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (CONC. DEPOSITED AGAINST EARTH) .............3' CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER % THROUGH MB BARS: ........................... .............................2' 45 4 SMALLER: .................................................................. 1 1/2' CONC. NOT EXPOSED TO EARTH OR WEATHER. SLABS, WALLS 4 JOIST: M44 M8 BAD ..................................... ..............................1 1/2' MI BAR 4 SMALLER ........................... ............................... 3/4" BEAMS, COLUMNS : PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRAL6:1 1/1' CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. MINIMUM A.B. SPACING: 5/8'4 A.B.'S • 60" • EXTERIOR WALLS (U.O.N.). 1/32 "4 ITN RAMSEWR£DHEAD PIN • 32 ". (ICC -ESR 1119) FOR INTERIOR WALLS WITH WALL SHEAR LESS THAN 100IMT. ONLY. S 'MICTM 87E -NOTES STRUCTURAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 'AISC SPECIFICATION FOR Di6IGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS', LATEST EDITION. ALL STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 (U.O.N.). USE GRADE 50, A512 OR DUAL CERTIFIED FOR WIDE FLANGE BEAMS AND COLUMNS. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM -A500, GRADE "B" F•46.kat ALL STEEL PIPES SHALL CONFORM TO ASTM -A53 GRADE -B. MACHINE BOLTS, ANCHOR BOLTS, SHALL CONFORM TO ASTM A -301 (U.O.N.). NUTS FOR MACHINE BOLTS SHALL CONFORM TO ASTM A563, HEX GRADE "A ". HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. NUTS FOR HIGH STRENGTH BOLTS SHALL BE HEAVY HEX, GRADE "C" CONFORMING WITH ASTM A563. ALL WELDING SHALL CONFORM TO A.W.S. STANDARDS. WELDING SHALL BE PERFORMED BY WELDERS HAVING A CURRENT CERTIFICATE. WELDS IDENTIFIED AS REQUIRING CONTINUOUS SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CDC SECTION 1104.2 THE CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE INSPECTOR PRIOR TO ERECTION OF THE PREFABRICATED COMPONENTS. PRIOR TO THE START OF WORK THE SPECIAL INSPECTOR SHALL CHECK WELDER QUALIFICATIONS AND VERIFY THAT WELDING PROCEDURE SPECIFICATIONS HAVE BEEN APPROVED AND ARE APPLICABLE TO THE WORK INTENDED. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY OBSERVE THE WELDING WHILE BEING PERFORMED. ALL WELDING SHALL CONFORM TO CBC SECTION 1104.3 U.O.N. ALL WELDS TO BE E10XX. 3. ALL FIELD WELDS TO BE SPECIAL INSPECTED. U.O.N. ON PLANS. EQ E.S. STRUCTURAL ANIHEMA Mq STIFFENERS) STEEL GENERAL NOTED ALL FULL PENETRATION GROVE WELDS FOR DUCTILE MOMENT FRAME MEMBERS SHALL BE EX. (E) EXISTING STRUC I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS I. AB ANCHOR BOLT IN.(') INCHES) SYMMETRICAL BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED CONFORM TO THE LATEST EDITION OF AWS DIJ SECTIONS 5 AND 6. ABV ABOVE INT. INTERIOR A. SLAB ON GRADE (NO SP. INSP.) 2580 IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS WEB CONNECTION CF RIGID FRAME BEAMS SHALL NOT BE TIGHTENED UNTIL FLANGE ADD'L ADDITIONAL JOT JOIST 18. BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. WELDS ARE COMPLETE ALONG EACH LINE O° COLUMNS AT EACH LINE OF FLOOR. ADJ ADJACENT JT JOINT 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE 2. ALUM ALUMINUM K KIPS(1000) WITH ASTM C- 94 -81. WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO HIGH STRENGTH BOLTING OF MAN MEMBERS: FIN FINISHED THK THICKNESS C. WALLS _%CW THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK A. NONRIGID FRAME GH LISTED BELOW SHALL HAVE ASTM A325N OR ALU AMERICAN PLYWOOD ASSOC. KP KING POST D. CIP BEAMS 4 STRUCTURAL SLABS 9000 80 INVOLVED. STRENGTH OR ASTM A490N NIGH STRENGTH BOLTS U.O.N. ALT ALTERNATE KS KING STUD 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY 1. BEM s AND GIRDERS To COLUMNS APPRX APPROXIMATELY LAT. LATERAL E. COLUMNS SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER AFTER THEY HAVE BEEN CHECKED BY THE CONTRACTOR FOR CONFORMANCE ARCH'L ARCHITECTURAL LB(*) Paws) F. POST TENSION SLAB SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. 2. BEAMS TO GIRDERS < AND L.B. LAG BOLTS 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY 3. BEAMS TO BEAMS r AT L.F. LINEAR FEET(FOOT) G. GRADE BEAMS (GB'S) SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION. 3. B.F. BRACED FRAME LGTH LENGTH S. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE B. NON -RIGID FRAME CONNECTIONS (GIRDER TO COLUMNS): BLDG BUILDING LLH LONG LEG WORM H. CONCRETE OVER STEEL PECKS REQUIREMENTS OF THE 2010 EDITION OF: THE 'CALIFORNIA BUILDING CODE'. ASTM A3258C OR ASTM A4908C HIGH STRENGTH BOLTS U.O.N. BLK BLOCK LG LONG(ITUDINAL) 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR 4. BLK'G BLOCKING LLV LONG LEG VERT. REVIEW BEFORE FABRICATION AND INSTALLATION. FT P) ELK BELOW LT. WT. LIGHT WEIGHT 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT 5, EM gEa-I LSL SEAM TENDONS IN POST - TENSIONED CONCRETE INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS X BN BOUNDARY NAILING LYL MICRO LAM MICROLLAM RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT 6. BNDRY BOUNDARY MAS MASONRY NECESSARY TO ACHIEVE THE FINISHED STRUCTURE. NSPECT FORMWORK FOR SHAPE, B.O.F. BOTTOM OF FOOTING MAT'L MATERIAL FOUNDATION NOTE BOTT BOTTOM MAX MAXIMUM MASONRY (LEVEL V: AS MASONRY CONSTRUCTION BEGINS, THE BRDG. BRIDGE(ING) M.B. MACHINE BOLT I. MAXIMUM DESIGN SOIL PRESSURE AT MAT SLAB: 10" PSIP ERG BEARING MEC14 MECHANICAL Iwo POP ETM(B) BOTTOM MEZZ MEZZANINE B. CONSTRUCTION OF MORTAR JOINTS CONTINUOUS FOOTINGS: C. LOCATION O= RENF. BTWN BETWEEN MFR MANUFACTURER PAD FOOTINGS- 1500 PSF BS CAME (C) BOTH SIDES MISC MISCELLANEOUS 2. SEE SOILS REPORT BY: CHRISTIAN WHEELER ENGINEERING; CAMEERED) MIN MINIMUM ANCHORS CANT CANTILEVERED) ML MICROLLAM C. SPECIFIED SIZE, GRADE AND TYPE OF PROJECT NO.: CWE 21102W.01 (W/ UPDATE CWE 21 10293.05) REINFORCING G.I.P. CAST IN PLACE MTL METAL DATED- SEPT. 26. 2011 (UPDATED FEB. 1. 2012) 1. G.J. CL 3) CEILING JOIST CENTER LINE (N) NO. (4) NEW NUMBER 3. ALL FOOTINGS TO BE A MINIMUM OF: 12" BELOW NATURAL GRADE CLG CEILING N.S. NEAR SIDE 12- BELOW FINISH GRADE 8 CLR CLEAR NTS NOT TO SCALE 4. SOILS COMPACTION AND SITE PREPARATION TO RE IN ACCORDANCE- B. PLACEMENT OF REINFORCING COL COLUMN O.C. ON CENTER WITH SOILS REPORT. ALL WORK TO BE DONE UNDER X CONC CONCRETE O.D. OUTSIDE DIAMETER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER D. CONSTRUCTION OF MORTAR JOINTS CONN. CONNECTION OPT OPTIONAL 5. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND X CONST CONSTRUCTION PAR PARALLEL TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION. 1 CONT CONTINUOUS P/C PRECAST 6. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM CTSK COUNTERSINK PERP PERPENDICULAR COMPLIANCE WITH REQUIRED INSPECTION LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY CTR CENTER(ED) PL PLATE (WOOD) FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND 2. C.Y. CUBIC YARD B PLATE (METAL) APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE 3. d PENNY(NAILS) PLY PLYWOOD TABLE 1805.5(1), 1805.5(2), 1805.5(3) OR COMPLIANCE WITH THE REQUIREMENTS. 4. (D) DBL (DROPPED) P.S.F. POUNDS PER SQUARE FOOT 1. SIDE OF FOUNDATION MAY POURED AGAINST STABLE EARTH (U.O.N.) 5. X DOUBLE P.S.I. POUNDS PER SQUARE INCH S. SUPPORTING REINFORCING PIPE SLEEVES MUST METHOD EI 6 DEPT DEPARTMENT PSL PARALLAM BEAM BE APPROVED $Y THE STRUCTURAL ENGINEER O FLOOR AND ROOF DECK WELDS DES. D.F. DESIGN P.T. PRESSURE TREATED PRESSURE TREATED DOUGLAS FIR 9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., 1 DIA DOUGLAS FIR P.T.D.F. COMPLIANCE TO THE BUILDING OFFICIAL ENCOUNTERED DURING EXCAVATION AND BACKFILLING. 8 DIAPH. DIAMETER DIAPHRAGM REF, REFERENCE 10. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL S. DIM DIMENSION R.F. RIGID FRAME RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY DN DOWN REINP REINFORCEMENVING) IN PLACE AND HAVE ATTAINED FULL STRENGTH, OR SHEATHED. 10 CIO DITTO(REPEAT) RREQUIRED R.J. ROOF JOIST 11. FOOTING BAC402ILL AND UTILITY TRENCH BACKFILL WITHIN DI DP DEEP ,J, R.R. ROOF RAFTER BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN DWG DRAWING(S) RO. ROUGH OPENING LAYERS TO THE APPROVAL OF THE GEOTECHNICAL OR STRUCTURAL. DWL DOWEL(5) RS ROUGH SAWN ENGINEER FLOODING WILL NOT BE PERMITTED (U.O.N.) EA. EACH SC 44 SCHEDULE 12. ALL HOLDOWNS SHALL BE TIED IN PLACE E.F. EACH FACE SHT SHEET PRIOR TO FOUNDATION NOPECTION. E.J. EXPANSION JOINT SIM SIMILAR 13. ALL SILL PLATES (P.T.D.F.) WITH 5/8 "4 A.B. x 12' AT 48' (U.O.N. EL. ELEVATION SKW SKEWED) ON PLANS) W/ 440x3 "x3' PLATE WASHED. ELEC ELECTRICAL $PC SPACE(ING) 14, MINIMUM A.B. SPACING: 5/8" 4 A.B.'S • 60" • EXTERIOR WALLS (U.O.N.). ELEV EMBD ELEVATION SPEC, SPECIFICATION($) 1/32"4 ITW RAMSETAWSPHEAD PIN • 320. (ICC -ESR 1119) FOR INTERIOR WALLS EN EMBEDMENT) EDGE NAIL SPL SP. INSP. SPLICE SPECIAL INSPECTION WITH WALLS SHEAR LESS THAN 100 +iFT. ONLY, II. ENG ENGINEER SQ. SQUARE 15. FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS. ENH ENHANCED STD STANDARD 12 E.O.R. ENGINEER OF RECORD STAGG'D STAGGER(ED) I 0f 11 STEEL NOTE BAR REINFORCEMENT SHALL LSE: GR 40.04 4 SMALLER ASTM A615 GR 60 • 45 4 LARGER ALL REINFORCING STEEL TO BE EPDXY COATED. THE 'CARBON EQbUIVALENT' OF ANY REINFORCING TO BE WELDED SHALL BE DETERMINED BY A TESTING LAB. IF THE "CARBON EQUIVALENT' (C.E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BE WELDED WITHOUT PREHEEATING. IF THE CARBON EQUIVALENT EXCEEDS 0.551 NOTIFY THE STRUCTURAL ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE ALLOWED FOR A. CARBON EQUIVALENT ABOVE 0.15. WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12 INCHES MINIMUM. E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 MBAR E90XX ELECTRODES 8HALL BE USED IN WELDING GRADE 60 REBAR VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL (U.O.N.) AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTERS 19 AND 21 OF THE 2001 CSC. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST EDITION. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (CONC. DEPOSITED AGAINST EARTH) .............3' CONC. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER % THROUGH MB BARS: ........................... .............................2' 45 4 SMALLER: .................................................................. 1 1/2' CONC. NOT EXPOSED TO EARTH OR WEATHER. SLABS, WALLS 4 JOIST: M44 M8 BAD ..................................... ..............................1 1/2' MI BAR 4 SMALLER ........................... ............................... 3/4" BEAMS, COLUMNS : PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRAL6:1 1/1' CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION 4 INSTALLATION. MINIMUM A.B. SPACING: 5/8'4 A.B.'S • 60" • EXTERIOR WALLS (U.O.N.). 1/32 "4 ITN RAMSEWR£DHEAD PIN • 32 ". (ICC -ESR 1119) FOR INTERIOR WALLS WITH WALL SHEAR LESS THAN 100IMT. ONLY. S 'MICTM 87E -NOTES STRUCTURAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 'AISC SPECIFICATION FOR Di6IGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS', LATEST EDITION. ALL STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 (U.O.N.). USE GRADE 50, A512 OR DUAL CERTIFIED FOR WIDE FLANGE BEAMS AND COLUMNS. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM -A500, GRADE "B" F•46.kat ALL STEEL PIPES SHALL CONFORM TO ASTM -A53 GRADE -B. MACHINE BOLTS, ANCHOR BOLTS, SHALL CONFORM TO ASTM A -301 (U.O.N.). NUTS FOR MACHINE BOLTS SHALL CONFORM TO ASTM A563, HEX GRADE "A ". HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. NUTS FOR HIGH STRENGTH BOLTS SHALL BE HEAVY HEX, GRADE "C" CONFORMING WITH ASTM A563. ALL WELDING SHALL CONFORM TO A.W.S. STANDARDS. WELDING SHALL BE PERFORMED BY WELDERS HAVING A CURRENT CERTIFICATE. WELDS IDENTIFIED AS REQUIRING CONTINUOUS SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CDC SECTION 1104.2 THE CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE INSPECTOR PRIOR TO ERECTION OF THE PREFABRICATED COMPONENTS. PRIOR TO THE START OF WORK THE SPECIAL INSPECTOR SHALL CHECK WELDER QUALIFICATIONS AND VERIFY THAT WELDING PROCEDURE SPECIFICATIONS HAVE BEEN APPROVED AND ARE APPLICABLE TO THE WORK INTENDED. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY OBSERVE THE WELDING WHILE BEING PERFORMED. ALL WELDING SHALL CONFORM TO CBC SECTION 1104.3 U.O.N. ALL WELDS TO BE E10XX. 3. ALL FIELD WELDS TO BE SPECIAL INSPECTED. U.O.N. ON PLANS. EQ E.S. EQUAL EACH SIDE STIFF STL STIFFENERS) STEEL (ONCFEE NOTES 14. ALL FULL PENETRATION GROVE WELDS FOR DUCTILE MOMENT FRAME MEMBERS SHALL BE EX. (E) EXISTING STRUC STRUCTURAL. I. CONCRETE N ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE G.E. GABLE ENE) WIN WINDOW ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL EXT. EXTERIOR SYMM SYMMETRICAL COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: CONFORM TO THE LATEST EDITION OF AWS DIJ SECTIONS 5 AND 6. EXP. EXPANSION T. TOP A. SLAB ON GRADE (NO SP. INSP.) 2580 PSI 15. WEB CONNECTION CF RIGID FRAME BEAMS SHALL NOT BE TIGHTENED UNTIL FLANGE (F) FLUSH T45 TOP AND BOTTOM 18. HD 14OL000M W.S. WELDED STUD(S) WELDS ARE COMPLETE ALONG EACH LINE O° COLUMNS AT EACH LINE OF FLOOR. FAB FABRICATION T40 TONGUE AND GROOVE B. FOOTINGS 2900 PSI 6• PON FOUNDATION TEMP TEMPERATURE WITH ASTM C- 94 -81. PSI 16. HIGH STRENGTH BOLTING OF MAN MEMBERS: FIN FINISHED THK THICKNESS C. WALLS _%CW ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE A. NONRIGID FRAME GH LISTED BELOW SHALL HAVE ASTM A325N OR F.J. FLOOR JOIST THIRD THREADED D. CIP BEAMS 4 STRUCTURAL SLABS 9000 PSI STRENGTH OR ASTM A490N NIGH STRENGTH BOLTS U.O.N. FLG FLANGE TN TOE NAIL PSI 1. BEM s AND GIRDERS To COLUMNS FLR FLOOR T.O.S. TOP OF SHEATHING E. COLUMNS AFTER THEY HAVE BEEN CHECKED BY THE CONTRACTOR FOR CONFORMANCE FN FIELD (FACE NAIL) T.O.W. TOP OF WALL F. POST TENSION SLAB PSI 2. BEAMS TO GIRDERS F.O.G. FACE OF CONCRETE T.S. TOP OF STEEL ACI 318. CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES 3. BEAMS TO BEAMS F.O.M. FACE OF MASONRY TSL TIMEERSTRAND BEAM G. GRADE BEAMS (GB'S) PSI AND 5HOTCRETE PLACEMENT F.O.S. FACE OF STUD T PL TOP PLATE PSI B. NON -RIGID FRAME CONNECTIONS (GIRDER TO COLUMNS): F.P.O.W. FACE OF WALL 7RANSY TRANSVERSE H. CONCRETE OVER STEEL PECKS X ASTM A3258C OR ASTM A4908C HIGH STRENGTH BOLTS U.O.N. PRIM FRAME(ING) TYP TYPICAL I. PRECAST CONCRETE TOPPING SEE NOTES IN APPROPRIATE SECTION. TENDONS IN THE SEISMIC FORCE P.S. FAR SIDE U.O.N. UNLESS OTHERWISE NOTED J. CONCRETE TOPPING OVER PLYWOOD: C. OTHER HIGH STRENGTH A325 BOLTS TO BE TESTED OCCASIONALLY AS DIRECTED FT P) FOOT(FEET) vERT (V) VERTICAL A. STRUCTURAL LIGHT - WEIGHT: 3000 P81 (SEE NOTE BELOW) VERIFICATION OF N -SITU CONCRETE BY THE STRUCTURAL ENGINEER FTG FOOTING V.I.F. VERIFY IN FIELD ENGINEER OF RECORD REVIEW REQUIRED B. NORMAL WEIGHT: 3000 PSI a. MAT SLAB 4 WALL REIN GA GAUGE (W) WIDE(WIDTH) NO C. CELLULAR: 1000 PSI (SEE NOTE 2 BELOW) GENERAL REVIEW GALV GALVANIZE(D) W/ WITH 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY NO G.E. GABLE ENE) WIN WINDOW X RANGE OF 115 PCF MAXIMUM AND 100 PCP MINIMUM. 1. GB GRADE BEAM WOW WINDOW 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE VERIFY EXCAVATIONS ARE EXTENDED TO GLB GLUED LAMINATED BEAM WD WOOD SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION. (SPEC. INSP. WILL 2 GIRD GRADE W.P. WORK POINT X BE REQUIRED FOR ALL CON--. W/ PC GREATER THAN 2500 PSI.) SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL G.T. GIRDER TR1S6 WPJ. WEAKENED PLANE JOINT 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE I OR TYPE IL 18. HD 14OL000M W.S. WELDED STUD(S) 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM DURING PLACEMENT OF CONCRETE. HDR HEADER WT WEIGHT C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -3303" HGR HANGER WMF WELDED WIRE FABRIC HORIZ (H) HORIZONTAL X -STG EXTRA STRONG 6• READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE 4 HSB HIGH STRENGTH BOLTS XX -STG DOUBLE EXTRA STRONG X WITH ASTM C- 94 -81. HT HEIGHT YD YARD 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER FOR ADDITIONAL ABBREVIATIONS SEE SHEARWALL SCHEDULE SHT. 63 ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE S. PRIOR TO PLACEMENT OF CONTROLLED WORKABILITY O= THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SHOP DRAWM AND DEFEFFM SUBMTTAL SC E3)UL E SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). I. THIS L18T APPLIES ONLY TO THE STRUCTURAL DRAWINGS. THE FOLLOWING SHOP 8. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ALKALIS OR ORGANIC MATERIALS. 6 ENGINEER FOR REVIEW. SHOP ORAWNGS WILL BE ACCEPTED FOR REVIEW ONLY 9. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, AFTER THEY HAVE BEEN CHECKED BY THE CONTRACTOR FOR CONFORMANCE INSPECTION OF REIN. STEEL, INCLUDING ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND 1 WITH THE PLANS 4 SPECIFICATIONS. THOSE SHOP DRAWINGS AS DEFERRED PRESTRESSING TENDONS, AND PLACEMENT FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL 80 THAT HE MAY APPROVE THEM AND MAKE THEM A PART OF HIS OFFICAL RECORD. 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE X ACI 318. CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.). ACI 318: 5.6, 5.8 It. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4' FOR FOOTINGS, SHOP DRAWING ENGINEER OF RECORD REVIEW REQUIRED BUILDING OFFICIAL DEFERRED SUBMITTAL REQUIRED a. MAT SLAB 4 WALL REIN GENERAL REVIEW NO b. STRUCTURAL STEEL GENERAL REVIEW NO c. GLU -LAM BEAMS GENERAL REVIEW NO SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF Co' SLUMP IS PERMISSIBLE PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING LABORATORY. MEASURE SLUMP IN AGtORDANGE WITH 'METHOD OF TEST FOR SLUMP" OF PORTLAND CEMENT CONCRETE ASTM C143. 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. 13. SLEEVE PLUMBING OPENINGS N CONCRETE WALLS AND SLABS BEFORE 2. STAMPS OR MARKS PLACED UPON THE SHOP DRAWINGS BY THE ENGINEER OF TYPE OF SPEC. INF. I PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. RECORD DOES NOT CONSTITUTE APPROVAL OF THE WORK SHOWN BUT ONLY 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. INDICATES INFORMATION NECESSARY TO ACHIEVE GENERAL CONFORMANCE VERIFY MATERIAL BELOW FOOTINGS ARE SHALL BE FORMED WITH A 9/4" CHAMFER WITH STRUCTURAL DESIGN INTENT OF THE BUILDING. 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE 3. 'SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO X FABRICATION AND INSTALLATION. THE ARCHITECT OR ENGINEER FOR RECORD, WHO SHALL REVIEW THEM AND FORWARD 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED VERIFY EXCAVATIONS ARE EXTENDED TO SHALL REMOVE ALL LAITENCE AND DELETERIOUS MATERIAL TO PROVIDE A SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO SOUND GLEAN ROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES BE N GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED X A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 25% MINIMUM. SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL 11. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 OF ACI 318. DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL'. 18. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS X DURING PLACEMENT OF CONCRETE. REVISIONS APPROVED I DATE I SUB - CONSULTANT _ 1 om.9N a 9PO9 wq (969) 0)ilY9B . Fm (908) 8%X-9999 NNW. H1HSE.CdI A249� SDA PROJECT NO. o 0902 `U ACAD FILE NO. T No: 3 CITY PROJECT NO: COUP- LAMINATED BEAM NOTM FABRICATION OF GLU- LAMINATED BEAMS SHALL BE IN ACCORDANCE WITH ANSI /AITC A190.1, ASTM D 3131 AND C15C 2303.1.3. GLU- LAMINATED TIMBERS SHALL BE ALASKEN YELLOW CEDAR ARCHITECTURAL GRADE APPEARANCE, COMBINATION SYMBOL 20P-VU FOR SIMPLE SPANS AND 20F -VI3 FOR CONTINUOUS OR CANTILEVERED MEMBERS. ALL GLU- LAMINATED BEAMS EXPOSED TO WEATHER SHALL BE FABRICATED USING EXTERIOR GLUE. GLU- LAMINATED TIMBERS SHALL BE FABRICATED IN A PLANT WITH AN APPROVED QUALITY CONTROL SYSTEM, LICENSED BY THE AITC. MANUFACTURERS OF GLU -LAM BEAMS SHALL STAMP MEMBERS WITH AN IDENTIFICATION MARK OP A QUALIFIED CENTRAL INSPECTION ORGANIZATION AND A or CONFORMANCE SHALL BE SUBMITTED TO THE BUILDINGS INSPECTION DEPARTMENT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. A) GLU- LAMINATED TIMBERS CONFORMING TO MANUFACTURER'S SPECIAL PROPERTIES WITH TRADE NAMES MAY BE USED PROVIDED THEY CONFORM TO ANSI A190.1 AND ICC -ESR 1940, ARE INSPECTED AND STAMPED BY AITC OR AN INDEPENDENT AGENCY APPROVED BY A CERTIFICATE CERTIFYING COMPLIANCE TO ANSI AtJ0.1. THE MANUFACTURER SHALL SUBMIT THE CERTIFICATE TO THE BUILDING DEPARTMENT AND ENGINEER PRIOR TO INSTALLATION. B) GLU- LAMINATED TIMBER DESIGN STRESSES ARE, I. Fb • 2000 PSI 2. Fv • 265 PSI 3. Fo • 650 PSI 4.E ix, X106psi DESIGN CODE: 2010 CESC WIND BASIC WIND SPEED: 85MPH WIND IMPORTANCE FACTOR: 1_0 WIND EXPOSURE: C GCPI : .18 LSE SMIC SEISMIC USE GROUP :-U- SEISMIC DESIGN CATEGORY: Q SDB :.944 SDI : ,e'2 ARCHITECT Stephen Dalton Architects, 444 South Cedros. Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 WOOD 1. AL � MEMBERS SHALL BE DOUGLAS FIR (D.F.) OR LARCH WITH THE GRADE MARKED BY A RECOGNIZED GRADING AGENCY (W.C.L.A. AND W.W.P.A.). 2. WOOD GRADES (UNLESS OTHERWISE NOTED) A. FOR HORIZONTAL MEMBERS: JOISTS 4 RAFTERS GRADE: NO. 2 BEAMS 4 STRINGERS GRADE: NO. 2 (U.O.N.) PMURLINS GRADE: NO.1 SUB- PURLINS: 2X4 GRADE: NO.I 2X6 GRADE: NO.2 LEDGERS 4 NAILERS GRADE: NO. 2 HEADERS GRADE: NO. 2 (U.O.N.) B. FOR VERTICAL MEMBERS, TOP 4 BOTTOM PLATES: MATCH VERTICAL MEMBERS, GRADE 02 MIN. (U.O.N.). 4X POST GRADE: NO. 2 6X POST GRADE: NO. I STUDS: GRADE: STUD OR BETTER 10' MAX. (I.I.O.N.) 3. ALL SILLS, PLATES 4 LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED (P.T.D.F.). BOLTS SHALL BE PLACED 9' MAX. FROM THE ENID OF A BOARD OR A NOTCH IN THE BOARD AND SPACED AT INTERVALS NOTED IN PLANS OR SCHEDULES. ( 2 BOLTS MIN./PIECE). 4. ALL PLYWOOD AND OW SHALL BE CERTIFIED AS CONFORMING TO U.S. PRODUCTS STANDARD PS -2 -92 BY A CERTIFICATION AGENCY APPROVED BY THE NATIONAL EVALUATION SERVICES INC. OR ICC. 5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. ALL BOLT HOLES N WOOD SHALL BE DRILLED 1/16' MAXIMUM DIAMETER LARGER THAN NOMINAL BOLT DIAMETER 6, PROVIDE JOIST(S) UNDER ALL PARALLEL NON- BEARING PARTITIONS PER DETAIL II/8P2 AND SOLID BLOCKING UNDER ALL PERPENDICULAR NON- BEARING PARTITIONS. 1. ALL FRAMING; ANCHORS, POST CAPS, COL. BASES, ETC. NOTED ARE MANUFACTURED BY 'SIMPSON' OR APPROVED EQUAL. OTHER HARDWARE COMPANIES (I.E. ACS, USP) MAY BE SUBSTITUTED PROVIDED ALL PRODUCTS HAVE A CURRENT MCC REPORTS AND EQUIVALENT LOAD CAPACITIES. USE COMMON NAILS AS SPECIFIED BY MANUFACTURER 8. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024, AND IN ACCORDANCE WITH MANUFACTURED DIRECTIONS. 9. CUTTING, NOTCHING OR DRILLING OF 15EAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND /OR PER CBC SECTION 2308. 10. BOLTS IN WOOD SHALL NOT BE LESS THAN 1 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER (U.O.N.). It. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19 %. 12. ALL NAILS SHALL BE COMMON NAILS (U.O.N.), AND COATED OR GALVANIZED TYP. 13. FASTENERS FOR PRESERVATIVE - TREATED AND FIRE - RETARDANT- TREATED WOOD SHALL BE OF HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER WITH WEIGHTS PER ASTM A 153. FASTNED OTHER THAN NAILS, AND SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH WEIGHTS PER ASTM B b95, CLASS 55 MINIMUM. 14. WOOD TRUSSES AND /OR JOIST TO BE DESIGNED FOR THE FOLLOWING LOADS: CONCESSION / RESTROOM BUILDING: GARAGE: ROOF: (SLOPING 4 FLAT) ATTIC STORAGE: ROOF. D.L. • 14 PSF D.L. • 14 PSF D.L. • 5&F'SF (+ ROOF SLAB WEIGHT) *L.L. • 20-PSF *L.L. • J25_10812 *L.L. • J92OPW *LIVE LOADS REDUCIBLE PER CODE (U.O.N.) CONSIDERATION SHOULD BE TAKEN FOR ADDITIONAL LOADS DUE TO MECHANICAL UNITS, PARTITIONS, ETC. FLOOD SHALL BE DESIGNED FOR A CONCENTRATED LOAD AS REQUIRED PER CBC 1601 AND TABLE 1601.1. MASONRY NOTES 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF f'm -1500 PSI. COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY PRISM TESTING PRIOR TO AND DURING CONSTRUCTION AS SPECIFIED IN CBC SECTION 2105. SPECIAL INSPECTION 18 REQUIRED IF Vin EXCEEDS 1500 PSI OR WHEN SPECIFIED PER STRUCTURAL PLANS/DRAWINGS. 2. CONCRETE MASONRY UNITS SHALL BE MINIMUM MEDIUM WEIGHT UNITS CONFORMING TO ASTM C 90, TYPE I, WITH MAX. LINEAR SHRINKAGE OF 0.06% (1900 P81 MINIMUM). 3. MORTAR SHALL BE TYPE "S' OR 'RS', CONFORMING TO CBC TABLE 2103.8 (MINIMUM 1800 PSI AT 28 DAYS), AND TO ASTM 01142. 4. ALL GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED PER C50 TABLE 211 12 AND WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION OF GLUT CONSTITUENTS. 5. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED UNLESS OTHERWISE NOTED ON PLANS. 6. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 1. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING; THE GLUT POUR 11/2" 5ELOW TOP OF THE UPPERMOST UNIT. S. ALL BOND BEAM BLOCK SHALL BE 'DEEP CUT' UNITS. 9. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'•0" OF HEIGHT. 10. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. II. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE NCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY. SEISMIC RESONSIBILITY NOTE: THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE SEISMIC FORCE RESISITING SYSTEM SHALL SUBMIT A WRITTEN 'STATEMENT OF RESPONSIBILITY" TO THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM. SITECLASS: D IMPORTANCE FACTOR: 1.0- BASIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE / MASONRY WALLS (R -5) OSIMPLIFIED ANALYSIS PROCEDURE (ASCE 1 -05 12.14) EXEQUIVALENT LATERAL FORCE PROCEDURE (ASCE 1 -05 12.8) APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING BY: I BY: I BY: DATE: DATE: I DATE: PARKS & RECREATION BY: DATE: 04/20/2012 OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE ONLY Reviewed by - APR 2 7 2012 Approval of this plan does not authorize or approvo any omission or deviation from applleabla ragulations -Final approval is subject t #ingdinspection One set ofapprevedplans Jia I fir, available on the nFoieet site atali r :171 DATE: FIRE MATERIAL, SYSTEM, COMPONENT AND TYPE OF SPEC. INF. I INSPECTION NOTES CONTINUOUS PERIODIC WORK REQUIRED TO HAVE SPEC. INSP. SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING X OF CONTROLLED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING X PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY X THAT SITE HAS BEEN PREPARED PROPERLY CONCRETE: FOUNDATIONS WITH F'e 5 2500 PSI NOT REQUIRRED INSPECTION OF REIN. STEEL, INCLUDING X ACI 318: 3.5,1.1 -1.1 PRESTRESSING TENDONS, AND PLACEMENT VERIFYING USE O= REQUIRED DESIGN MIX X ACI 318. CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES X ACI 318: 5.6, 5.8 INSPECTION OF CONCRETE ACI 318: 5.9, 5.10 AND 5HOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF X ACI 318: 5.9, 5.10 SPECIFIED CURING TEMP. AND TECHNIQUE APPLICATION OF FRESTRE88ING FORCES X ACI 318: 18.20 GROUTING OF BONDED PRESTRESSING ACI 318:18.18.4 TENDONS IN THE SEISMIC FORCE X RESISTING SYSTEM ERECTION OF PRECAST MEMBERS X ACI 318: CHAPTER 16 VERIFICATION OF N -SITU CONCRETE AGI 318: 6.2 STRENGTH PRIOR TO STRESSNG OF TENDONS IN POST - TENSIONED CONCRETE X AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. NSPECT FORMWORK FOR SHAPE, ACI 318. 6.1.1 LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FORMED. MASONRY (LEVEL V: AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: X A. PROPORTIONS OF SITE- PREPARED MORTAR X B. CONSTRUCTION OF MORTAR JOINTS C. LOCATION O= RENF. X THE NPECTION PROGRAM SHALL VERIFY: X A. SIZE AND LOCATION OF THE STRUCTURAL ELEMENTS X B. TYPE, SIZE AND LOCATION OF ANCHORS X C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCING X D. WELDING OF REIN. X E. PRETECTION OF MASONRY FROM HOT OR COLD PRIOR TO GROUTING THE FOLLOWING X SHALL BE VERIFIED: X A. GROUT SPACE 18 CLEAN B. PLACEMENT OF REINFORCING X C. PROPORTIONS OF SITE - PREPARED X GROUT X D. CONSTRUCTION OF MORTAR JOINTS GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND X CONSTRUCTION DOCUMENT PROVISIONS. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR X PRISMS SHALL BE OBSERVED. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION X DOCUMENTS AND THE APPROVED SUBMITTALS SHALL 15E VERIFIED. MASONRY FOUNDATION WALLS CONSTRUCTED N ACCORDANCE WITH NOT REQUIRED TABLE 1805.5(1), 1805.5(2), 1805.5(3) OR 1805.5(4). STRUCTURAL STEEL (WELDING): COMPLETE AND PARTIAL GROOVE WELDS X SPECIAL INSPECTION OF THE STEEL FABRICATION PROCESS SHALL NOT BE MULTIPASS FILLET WELDS X REQUIRED WHERE THE FABRICATOR DOES NOT SINGLE -PASS FILLET WELDS > 5/16" X PERFORM ANY WELDING, THERMAL CUTTING OR HEATING OPERATIONS OF ANY KIND AS PART OF THE FABRICATION PROCESS. CAWS 01.1, AWS D1.3, ACI 318 - 3.5.2) SINGLE -PASS FILLET WELDS 5 5/16" X FLOOR AND ROOF DECK WELDS X WELDED STUDS FOR STUC'L DIAPHRAGMS X WHERE THE WORK IS DONE ON THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF PREMISES OF A FABRICATOR REGISTERED COMPLIANCE TO THE BUILDING OFFICIAL AND APPROVED TO PERFORM SUCH WOW NOT REQUIRED STATING THAT THE WORK WAS PERFORMED N WITHOUT SPECIAL INSPECTION ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. SPECIAL NRPECTKM W&MAL W I 1. THE OWNER OR TH£ REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE N ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SUBSTITUE FOR, INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION 18 PERFORMED SIMULTANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 1105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE REQUIRED INSPECTIONS ARE PROVIDED. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY MECHANICAL ENGINEER OF RECORD G. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. 8. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN "APPLICATION TO PERFORM OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OPF -SITE FABRICATION" TO THE NSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. S. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE BUILDING COME TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1103.5.1 THROUGH 1103.5.3. 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION O° THE APPROVING MUNICIPALITY ITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS spi GENERAL STRUCTURAL NOTES I SHEET 6°) OF I la 04/09/2012 100% CD REVISIONS J - NO PIPES THR! WHERE PIPES ARE MORE Z -Zx PLATES OR FOOTING THAN 36' BELOW BOTTOM OF FTGS. FTG. MUST BE BAR SIZE 2 3 4 5 1611 8 9 10 II 14 18 r� DOUBLE PLATE 3/8, PLATES TO BEAM w PIPE TO CLEAR LOWERED BO THAT 36' BAR PIA I/4 3/8 I/1 5/8 3/4 1/8 1 111/8 111/4 3/8 13/4 2 I14 - ' - -� -- - - - - -- --------------------- -+--------- t7 MAX. 18 MAINTAINED. ----- --- I° --r T-- - -� r- '/. I I I I I 1 I TI 1 1 III I I SLEEVE BY I!2' £': 4db 1 1 1 1 1 1 I I £ I I III I I ALL AROUND AROUND db 4 REF. £ ii ii ii i 11 III 1 `f a STEPPED FOOTING d i I III I I ______ ..:. � �� I I 1 1• I I III 1 I £ .8 db R R R R ii ii ii Tie ii PLAN I I IH I I III 1 1 NO PIPES TO PASS THRU GONG. FILL TO BE PLACED BEFOI� FOOTING Q - --- -- -- I t i .p Z COLS. OR COL. FTGB. OR dbI 1 I I I I I - - - - -i r- - -� r - - - -yl I I I AT DBL STRAP CONDITION (TYPJ 18 POUND. MAKE SAME WIDTH AS FOOTING S. I I I I I F I I I I I I III I I UNDER COL. FTC. I I I I I I I I I I I 1 1 1 1 d AND POUR FULL WIDTH OF PIPE TRENCH W BEND OFFSET HOOK 1 1 I I I �I I I I I I I li I 1 1 2' -0' MIN. MIN. 'I I I I I I I I I I III I I I I I I 1 I I I I 1 III I I OFFSET II II I II II Il 11 II b• 1® 2 I I III I 2 -2x PLATES PIPE PERPENDICULAR TO FOOTING PASSING UNDER FOOLING d DIAMETER of BAR EN 1 I I I STRAPPER PLAN R - 3d b FOR Q TO IS I I I I lr I I I I I III I I I I I I I I I I I I I III I I (N -LIEU OF 12 -ibd NAILS) R - 4d FOR •S TO h1 £ I I Z I I I - -� MN. TRENCH b Wl Y1-�d MM. W( I2-16d MM. 1 1 1 1 I I I I I I 1 1 III I I PIPE TO TYPICAL BAR BEND I I i i i i i i I 1 __ -- I I_ A * (U.O.N) (U.O.N.) PI SLEEVE BY 1/2' 'S�.I i i jy j,.i --�� EQ. EQ. ALL AROUND a 1 1 I I I I I I III I I I I JOINT BLKYa I I = 2' -0' MIN. 2' -0' MIN. 1 I I I I I I III I I - o X ii •r'(' 1 I I I I I I I 71 I I I I t NO PIPE THRJ 30 GONG. OR 30 GONG. r Z I I I I I I I I I I I I III I I II I I II II II 11 II I 1 .: 40�hIA8. 40�FIA3. W O I I I I I iU I q.:. FOOTING I yl yi. i i i i i i I i i i # MIN. DIMENSION OF � I �' � I I SILL PLATE _ ANY SHEET . T -0' NO DIGGM� I I/2 DIA. OR 11!!' MIN. CL. ----- - 11 FOR PIPE TRENCH �`. I FOR PARALLEL BARB PARALLEL TO FIG. �`�` L -- -J HOLD DOWN ANCHOR WITHIN THIS LINE ` TYPICAL SPLICE WHERE SHOWN ON PLA48 ANCHOR BOLTS PIPE PARALLEL TO FOOTING PIPE PASSING THRJ FDN. WALL WALL ELEVATION TYPICAL SHEET LAY -OUTS LOCATE STUDS AT SPLICE TYPICAL DETAIL OF PIPING AT FOOTINGS AND FOUNDATION WALLS REINF. BAR BEND AND SPLICE DETAIL TYPICAL PLYWOOD WALL SHEATHING LAYOUT (VERTICAL) ELEVATION OF TOP PLATE SPLICE (TYP) �J 12' 306 AETERVATEE STUDS 7/324 ITW RAMSET / REDHEAD -2x � TOP PLATES PIN • 32' O.C. CIGBO 0Ib39) �•" EDGE DIET. 2X4 FLAT BLKYs AT 2x4 FLAT BLK'G AT 6• !18' MM) 30 b —5 MM. 2X SILL PLATE (P.T.D.F.) � I - - - - - -- AS REQUIRED PER�PLANS :. TYP. (16' MM) - _ _ _ - _ � - ALL PLYWD JOINTS STRAP /PLAN _ - (SEE PLAN) TS I I �' EDGE DIST. I I PERP TO JOISTS EQ. EQ. 8 lWJ•LF. OR R: -BAR) CSR M SLAB TYP. (U.O.NJ q1E STAGGER JOINT8 DER A7MENT P ER 1 — I C I � ` -- - -- - * 4' -0. O/G 0 £ .•.` r.: BOILS REPORT. - - - i l - -' C _ ; _ TYP UON - - - - - - -- s T NON BRG. NON -SHEAR WALL ANCHOR 1 STAt�GER JOINTS OW -0' O/G I I I I L' EDGE DIST. (WALLS ONLY) `r =- _� r- % (V) MIN. - CONCRETE BLAB PER PLAN > WJ•I F OR RE TYP. U.O.N. :: .:,.... .. - BAR)CM M SLAB TYP. (U.O.N.) - - - - -- 4'- 0'x8' -0' TYPICAL EDGE PLYWD JONTB ( in (WALLS ONLY) + : (U.O.N.) EACH WAY EDGE EDGE OF PLYWD JOINTS PLYWOOD SHEETS �� _�� ON JOISTS 9 SSION TO BE CENTERED Iy = SEE PLAN ON JOISTS I BEAM / POST /PLAN _ 4' -0'x 8' -0' TYPICAL •_ PLYWOOD SHEETS TYPICAL I EN • EDGE NAILS CORNER INTERIOR CORNER INTERIOR I I 'r ON . BOUNDARY NAILS EQ. TO SLAB THICOESS FN - FIELD NAILS ALT.: 4x / 6x PLATES - USE BUTT SPLICE DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING ZEFFf PER PARALLEL TO JOISTS w/ STRAP AT SIDES / PLAN BOILS REPORT. PERPENDICULAR TO JOISTS DEPRESSED SLAB DETAIL TYP. REINF. AT INTERSECTION OF CONCRETE BEAMS, WALLS AND FOOTINGS SLAB ON GRADE TYPICAL PLYWOOD SHEATHING LAYOUT (HORIZONTAL) (off BEAM TO TOP PLATE CONN. (TYP) (pl O (j NON- BEARNG WALL SNUG FIT (O� SNUG FIT TI— ABOVE (WHERE OCCURS) if , JOIST OR RAFTER TRJSS/PL TRUSS/PLA 2x BLK ES 2x ELK E8 �T AT 48' O.C. AT 48' O.C. CONIC. SLAB " SAW= OR 7 p TfIOLED JT. -16d LLt 16d OUTSIDE LAP PER SAN b BAR AROUND (24' MIN.) 40 4t JOIST OR RAFTER •t., JOIST OR RAFTER (24' MI CORNER 40 N 24' MM. C N.) SAWCUTS TO SUBDIVIDE ALL FLOOR SLABS ON GRADE INTO AREAS OF 400 SQ. FT. OR LE88. _ OTC AT 48' O.C. SIC AT 48. O.C. AREAS TO BE SQ. OR APPROX. SQ. C W/ 2x5LK'G W/ 2x5LK'G z • LAP (W.W.F. OR RE -EAR) ETC AT 48' o.c. WALL PARALLEL TO ' E, JOISTS INSIDE g CONC. SLAB EACH SIDE - STAGGER 'v BARS VERTICALLY £ 46 (VERT. PER PLAN WALL PARALLEL TO JOISTS U GORE W MIN. WALL PERPENDICULAR TO JOIST 2x4 048. O.G. If ABOVE (WHERE OCCURS) UP OR DOWN) y MIN. SEE PLAN Tr NON - BEARING WALL W/ 2 -Ibd EA. END JOIST OR RAFTER 9 (V)M M. � e � Ica TYP. (U ON) SUBSEQUENT POUR FIRST POUR p 0 IL CONIC �� KEYED JOINT ADJACENT. TO BE MADE a HRB. APART. OFFICE OF THE STATE FIRE MARSHAL ALT. STC APPROVED FIRE l ,EXPANSIVE MAT'L I/1' GLR ONLY PER PLAN LOCATION Reviewed by TYPICAL TYPICAL TYPICAL TYPICAL STC AT 48. 02 CORNER INTERIOR GORIER INTERIOR W/ 2xBLK'G C OC APR 2 7 2012 TRUSS BOTTOM CHORD C DOUBLE LAYER REINFORCING SINGLE LAYER REINFORCING NOTE: SLAB UNDER.AYMENT PER SOILS REPORT. Approval of this Plan does not authorize or STG AT 48' o.G. CONSTRJCTION JOINTS SIC • 24" appr Ove ally otniss ionordeviatiotlfrotri EACH SIDE - STAGGER I sli�4blbfegulations Filial approval issuhjeet alvailabO1 <In the, set of 1: roved l plan WALL PERPENDICULAR TO ' I' JOIST WALL PERPENDICULAR TO ROOF TRUSS WALL PARALLEL TO ROOF TRU33 . 11 1- nl? TYPICAL REINFORCING AT INTERSECTION OF MASONRY WALLS 1 0 SLAB ON GRADE � {� TYPICAL NON- BEARING WALL DETAIL 2, -0. u �J (MM.) DOUBLE JOISTS (U.O.N.) NON BEARING WALL FOUNDATION WALL (MIN. LENGTH • 10' -0') 03 NOSING `.. 2X STUDS / PLAN 4 -16d BAR (TYP.) ' °•'. 30 E LAP EA. END •. a.I - I- TYP—OPEN HEADER / PLAN I, (Tyra.) (MIN.) TYP. JET. HANGER (U.O.N.) 3• CL. Q Zx 14' CLEAR ` ,.a° € \ / • • L FIRESTOP JST SPAGING/PLAN EDGE DISTANCE 7 8' FOR 2x4 STUDS EA. WAY 6' SLAB DOUBL€ HEADER JOISTS TYP. • 12' USE 4 -16d TO POST 13/8' FOR 2x6 STUDS • 2- Farrvvttss OF • 12' TYP. TYP. (U.O.N) AT 4x6 TRIMMER i JST SPACMGrLAN AND 2x8 STUDS . � . Z4Dd • IZ' O.G. O :..,,�.. -; £�• :.. •4 • 12' O.G. EA. WAY '^ � � A7 REMAINDER L MID HEIGHT NON FEARING WALL MAX. DIAMETER `• ' : ,7 �- 04 • 48' O.C. 30 LAP _ . TRIMMER STUD 1 -2X MIN. (U.O.N.) (MIN. LENGTH . 10' -0 ") 1 AX. FOR 2x4 STUDS WHERE INDICATED 2 9/I6' FOR 2x6 STUDS I STUD ADJACENT AND 2x8 R 2x6 .I I- (MAX.) - I_r+- • • FOR EXTERIOR OPENING 4 INTERIOR OPENINCs I I : (U.O.N.) ON THE PLANS FOR MULTIPLE d ® V -0' I' -b' WALL HEIGHT OPENING WIDTH KING POST (U.O.N.) `n SEE LANDSCAPE DWCs8. (MIN.) (MIN.) STAGGERED B.N. AROUND 8' b' 1 -2X FOR STAIR RISE, RAN, 4 OPENING M DIAPH. (TYP.) 8' 10' 2 -2X 2 -0 , 10" FINISH. 8EE FOUNDATION 4 SECTIONS FOR 10' 4' 1 -2X ST 810ACMG/P (MIN.) FOOTING SIZE 4 REINF. NOTE: MAX. OPENING 4' -0' x 4' -0' 10' 8' 2 -2X 10' 10' 3 -2X JOT SPAC AN CONIC. STAIR ON GRADE TYP. STEPPED FOOTING TYPICAL AT OPENING {� TYP. HEADER DETAIL N.O.N.) (� NON SEARING WALL ALLOWABLE HOLES -WALL STUB CIS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT IJ APPROVALS CITY OF ENCINITAS — PARKS & RECREATION DRAWING NO. ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH _ Z No. 82 Stephen Dalton Architects, INS.,,...., IMPROVEMENTS SP2 H T K TIQS'KAIO E Tres 444 South Cedros . Studio 162 BY BY: BY: BY BY: S TR U CTU RAL Ex aI VEERS 3 1/13 Solana Beach. CA. 92075 �-yp 14TE8 R-Im"RS"..I.suR>pao ST9Tf crvi�\Ep��P CITY PROJECT NO: t: 859.792.5906/ r: 659.792.5916 04/20/2012 TYPICAL rICAL STRUCTURAL DETAILS lCtIOI m e lhnovS (NA sm-eSeE. FR. IBM S>aeeea OF. CND _ DATE: DATE: DATE: DATE: DATE: SHEET ® OFI (Qj w,w. arRSe= 04/09/2012 100% CD FASTENING SCHEDULE COECTION NN FASTEI&M 4m LOCATION I JOIST TO SILL OR GIRDER 3 - ad COMMON (2 -1/1' X 0.131') BLOCKED GYP. : - V X 0.131' NAILS TOE NAIL BOTH SIDES 3 - 3' 14 gage staples BOARD 2 BRIDGING TO JOIST 2 - ad COMMON (2 -1/2' X 0.81•) CONN. CONNECTION 2 - 3' X 0.131' NAILS TOENAIL EACH END T.N. 2 - 3' 14 gage staples A.B. : 3 1x6 SUBFLOOR OR LESS TO EACH JOIST 2 - ad COMMON (2 -IR' X 0.131') FACE NAIL 4 WIDER THAN 1x6 SUBFLOOR OR LESS TO EACH JOIST 2 - ad COMMON (2-1/2' X 0.131') FACE NAIL 5 2' S ABFLOOR TO J016T OR GIRDER 2 - 166 COMMON (3-1/2'X 0.1620) BLND 3 FACE NAIL 6 SOLE PLATE TO JOIST OR BLOCKING 16d COMMON (3 -1/2' X OX"') is 16' TYPICAL FACE NAIL GAUGE 3' X 0.131 NAILS AT On O.C. STRUCTURAL I MN. 3. 14 GAGE STAPLES AT 12' COX : SOLE PLATE TO JOIST OR BLOOKINCs AT BRACED 3 -16d COMMON (34.2' X 0.135') a 16' BLOCK WALL PANEL 4' X 0.01 NAILS AT 16' O.C. BRACED WALL PANELS ON CENTER 4 -3' 14 GAGE STAPLES AT 16' REQUIRED 'I TOP PLATE TO 871.0 2 - Kd COMMON (3 -1/2' X 0.1620) I3 /8" 3" GL 3 - 3' X 0.162' NAILS END NAIL I4 -SDS3 3 - 3' K GAGE STAPLES 6ST524 (5) 6 STUD TO SOLE PLATE 4- ad COMMON (2 -IR' X 0.131') TOE NAIL 1 1/4" 4- 3'X0.131 NAILS HDUB EMBED BELOW 3 - 3' 14 GAGE STAPLES Q 5ST1534 (5) 2 - land COMMON (3 -I/2' X 0.162') END NAIL © 3 - 3' X 0.13I' NAILS 8d • 4" HDQS 3 - 3' 14 GAGE STAPLES 20 -6083 9 DOUBLE STUD land (342' X 0.135') a 24' 1 3/4° REF. NOTE e 3' X 0.131 NAILS AT On O.G. FACE NAIL 8d • 3' 3' 14 GAGE STAPLES AT V 6x 10 DOUBLE TOP PLATES land (3 -1)2' X 0.1359 a 16' I" 0 1 5/4" V X 0.131 NAILS AT 12' O.C. TYPICAL FACE NAIL 11j4" 3' 14 GAGE STAPLES AT 12' HOCIO DOUBLE TOP PLATES 6 - land COMMON (3 -IR' X 0.162') SSTB28 (3) 5STB34 12 -3' X 0.131' C LAP SPLICE Q n - 3' 3014 GAGE STAPLES 8d a 2" It BLOCKING BETWEEN JOIST OR RAFTERS 3 - ad COMMON (2 -1)2m X 0.81') 24 -SDS3 TO TOP PLATE 3 - V X 0.81' NAILS TOE NAIL 1611 3 - 3' W GAGE STAPLES 2 3 1Ian" 12 RIM JOIST TO TOP PLATE ad (2 -1/2' X 0.131') a 6. O.C. 6x 30 -80153 3' X 0.131 NAILS AT 6' O.C. TOE NAIL 1 3/4" 3' 14 GAGE STAPLES AT 6. O.C. I3 13 TOP PLATES, LAPS AND INTERSECTIONS 2 -16d COMMON (3 -1/2' X 0.162') HDU14 6x 3 - 3' X 0.131' NAILS FACE NAIL 141 3 - V 14 GAGE STAPLES 20" u CONTINUOUS HEADER TWO PIECES 16d COMMON (3 -1)Y X 0.1620) 16. O.G. ALONG EDGE 15 CEILING J016T TO PLATE 3 - ad COMMON (2 -1)2' X O.BI') 9 5 -I 4 " I I/4 0 5 - 3' X 0.131' NAILS TOE NAIL 20" 5 - 3. 14 GAGE STAPLES 2 16 CONTINUOUS HEADER TO STUD 4 - ad COMMON (2 -1)2' X 0.1319 TOE NAIL 11 CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 -1/2' X 0.162') S" (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) TABLE 2308.10.4.1 FACE NAIL 4- 3'X0.131'NAILS 10dX 2 I /4' • 3' N/A 4 - 3. 14 GAGE STAPLES - 16 CEILING JOISTS PARALLEL TO RAFTERS 3 - 16d COMMON (3 -1/2' X 0.1628) 665 (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) TABLE 2308.10.4.1 FACE NAIL 8d a 2" 4- 3'X0.131'NAILS 24" - 4 - 3114 GAGE STAPLES W. I9 RAFIER TO PLATE 2 - ad COMMON (2 -I/2' X 0.131') 18 (BEE SECTION 2308.10.1, TABLE 2308.10.1) 3 - 3' X 0.131' NAILS TOE NAIL 16" 3 - 3' 14 GAGE STAPLES 5" 20 1' DIAGONAL BRACE TO EACH STUD AND PLATE 2 - ad COMMON (2 -1/2' X O.BI') REF. NOTE d 3 e pa 2 - 3' X 0.131' NAILS FACE NAIL N/A 3 - 5414 GAGE STAPLES - 21 1 X 8 SHEATHING TO EACH BEARING 2 - ad COMMON (2 -1/2' X 0.131') FACE NAIL 22 WIDER THAN I X a SHEATHING TO EACH BEARING 3 - ad COMMON (2 -1)Y X 0.131') FAGS NAIL 23 BUILT UP CORNER STUDS 16d COMMON (3 -14' X 0.162') 24. O.C. - 3 - 3' X 0.131' NAILS 16' D.G. 1330 3 - 3' 14 GAGE STAPLES 16' O.C. 24 BUILT UP GIRDERS AND BEAMS 20d COMMON (4' X 0.192') 32' O.C. FACE NAIL AT TOP AND BOTTOM 8' 3' X 0.131' NAIL AT 24' O.C. STAGGERED ON OPPOSITE SIDES b" EA SIDE STAGGER 3. 14 GAGE STAPLES AT 24' O.C. REF. NOTES b, c, d a e 20d COMMON (4' X 0.192') FACE NAIL AT ENDS 3' X 0.1311 NAILS AND AT EACH SPLICE 3 - 3014 GAG£ STAPLES 25 2' PLANKS 166 COMMON (3 -1R' X 0.162') AT EACH BEARING 26 COLLAR TIE TO RAFTER 3 - IOd COMMON (3' X 0.148•) 4 - 3' X 0.131' NAILS FACE NAIL 4 - 3' 14 ra STAPLES 21 JACK RAFTER TO HIP 3 - Bd COMMON (3' X 0.148') 4 - 3' X 0.131' NAILS TOE NAIL 4 - 3. 14 GAGE STAPLES 20d COMMON (4'X 0.192') 3' X 0.131' NAILS FACE NAIL 3 - 3. 14 GAGE STAPLES 28 ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 -1/2' X 0.162') 3 - 3' X 0.131' NAILS TOE NAIL 3 - 3. 14 GAGE STAPLES 2 -16d COMMON (342' X 0.162') 3 - 3' X 0.131' NAILS FACE NAIL 3 - 3' 14 GAGE STAPLES 29 JOIST TO BAND JOIST 2 - 16d COMMON (3 -1/1' X 0.1629 4 - 3' X 0.131' NAILS FACE NAIL 4 - 3' 14 GAGE STAPLES 30 LEDGER STRIP 3 - 16d COMMON (3 -1/2' X 0.1629 4 - 3' X 0.131' NAILS FACE NAIL 4 - 3' 14 GAGE STAPLES G.N. COMMON NAILS PLY. : PLYWOOD ISMD: BLOCKED GYP. : GY 08LJM (68) : BOTH SIDES BD. : BOARD FND. : FOUNDATION CONN. CONNECTION : PLATE T.N. TOE NAIL A.B. : ANCHOR BOLTS (U.O.N.): UNLESS OTHERWISE NOTED : LAG BOLTS SCHED.: SHEAR WALL SCHEDULE REF. : REFERENCE ST : STAGGERED Ga. GAUGE STIR 1 : STRUCTURAL I MN. MINIMUM COX : EXTERIOR GRADE PLYWOOD BLK BLOCK BLK'G : BLOCKING O.C. ON CENTER REQ'D : REQUIRED FOR ADDITIONAL ABBREVIATIONS SEE SHEET SPI REVISIONS APPROVED DATE SUB - CONSULTANT n F. (M) On -UN tt / NO. 31 WOOD STRUCTURAL PANbELS 1/2' AND LESS 6do"' BOLTS/ NAILS/ SCREWS AND PARTICLE BOAT® 2 -3/8' X 0.113 NAIL DIMENSIONS StBFLOOR,IRDOF AND WALL 1 -3/4 16 G.Adse BOLTS PER SCH 8HEATHNG (TO FRAMING) MARK BELOW DO NOT 19/32' TO 3/4' Odd OR Ede 2 -3/8' x 0.113 NAILP S -Ibd HOLDOWN PER PLAN 2' 16 GAGE P 13/4" 1❑ 1/8' TO In Bdc HD 1005T lU.O.NJ 48" I V8' TO 1 I /4' WddOR Odd MR COW— BIDE C SINGLE FLOOR (COMBINATION SUBFLOOR- 3/4' AND LESS and SSTB20 UNDERLAYMENT TO FRAMING e 1/8' TO 1' ad I3 /8" 11/8, TO 1 1/4' IOddOR ads HTTI& 32 PANEL SIDING (TO FRAMING) 1/2' AND LESS and T Q BIMP80N OR HEADED 5/8' ad T € 33 FIBERBOARD BHEATHING9 1/2' No.l1 GAGE ROOFING NAILh 48' HTT22 and CGI -MO4 NAIL (YX0.1134) A.B. PER SCH BELOW SSTB24 No.* GAGE STAPLE 131/4" (DO NOT USE 'J' BOLT) 25/32' N0.11 GAGE ROOFING NAILh I3 /8" 3" GL ad COMMON NAIL (2 -1/2 X 0.113' 4x I4 -SDS3 N0.16 GAGE STAPLE 6ST524 (5) 34 NTERIOR PANELING 1/4' 4d'I I 1 1/4" 3/8' Bdk HDUB A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT NTER"IEDIATE SUPPORTS EXCEPT 6 2WC4ES AT SUPPORTS WHERE SPANK APE 48 NCHEB OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMIS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C. COMMON OR DEFORMED SHANK (and - 2' X 0.1134 ad - 21/2'X 0.1314 Wd - 3'X 0.148') D. COMMON OR DEFORMED SHANK land - 2' X 0.1134 ad - 2 1/2'X 0.1314 10d - 3' X E. DEFORMED SHANK land - 2' X 0.113'3 ad - 21/2'X O.BI't 10d - 3' X 0.1481) F. CORROSION- RESISTANT SIDING (and - WUS' X 0,1065t ad - 2 -3/8' X OAS') OR CASING land - 2'X 0.099': ad - 2-1/2'X 0.1130) NAIL. G. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES Ohl CENTER AT AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGER AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NON- 81RUCTURAL APPLICATIONS. H. CORROSION - RESISTANT ROMNG NAILS WITH 1/16 INCH DIAMETER HEAD AND 1 -1/2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 -3/4 INCH LE ATH FOR 24/32 INCH SHEATHING. 1. CORROSION - RESISTANT BTAPLES WITH A NOMINAL 1/16 INCH CROWN AND 1 -1/8' LENGTH FOR IR NCH SHEATHING AND 1 -1/1 MCHI LENGTH FOR 25.32 INCH SHEATHING. PANEL SUPPORTS AT 16 INICFES (20 INCHES IF STRENGTH AXIS N THE LONG DIRECTION O° THE PANELALESS OTHERWISE MARKED). J. CASING (1 -1/2' X 0.0804) OR FINISH 11 -1/U' X 0.0129 NAILS SPACED 6 NCI-ES, ON PANEL EDGES, 12 NCHES AT INTERMEDIATE SUPPORTS. K PANEL SUPPORTS AT 24 NCI-ES. CASING OR FINISH NAILS SPACED an NO-E6 ON PANEL EDGES, 12 NCHE6 AT INTERMEDIATE SUPPORTS. L. FOR ROOM 814EATHNG APPLICATIONS, ad NAILS (2 -IR' X 0.1139 ARE THE MINMUM REQUIRED FOR WOOD STRUCTURAL PANELS. M. STAPLES SHALL HAVE A MINIMUM CROW WIDTH OF 1/16 NCH. N. FOR ROOF SHEATHING APPLICATION", FASTENERS SPACED 4 NGHEB ON CENTER AT EDGES, 8 INCHES AT NTRAMEDIATE SUPPORTS. O. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT NTER'IEDIATE SUPPORTS FOR BUBFLOOR AND WALL SHEATHING AND 3 NO-ES, ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. P. FASTENERB SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. HOLDOWN_ NOTES: I. ALL 44OLDOWN ANCHOR BOLTS SHALL BE SECURELY FASTENED N PLACE PRIOR TO PLACING CONCRETE. 2. PROVIDE COVER AT EARTH FORMED SURFACES PER REINFORCING STEEL NOTES AT ALL HOLDOWN ANCHOR BOLTS (U.O.N.) 3. PROVIDE 8' MIIN/I///M�U\M��' FOOTING OR STEM WALL WIDTH. 4. SEE DETAIL (EACH WAY AT CORNER) S. USE SSTBL MODELS FOR HOLDOWNS ON 2 -2x AND 3x SILL PLATES. 2A MIN. NOTE: MIN. WALL END OR C:OR'ER DISTANCE SHALL BE SAME AS MIN. CONC. BIDE COYER MARK CL BOLTS/ NAILS/ SCREWS ANCHOR BOLT MIN. CONC. (2) COVER ON ANCHOR BOLT DIMENSIONS MONO POUR HP POST PER PLAN BOLTS PER SCH 'B (MIN.) CL MARK BELOW DO NOT 4x S -Ibd HOLDOWN PER PLAN COUNTERSINK 13/4" 1❑ STUCCO HD 1005T lU.O.NJ 48" LTT131 MR COW— BIDE C OR 8083 SCREWS 5ST5I6 SSTB20 PER SCHEDULE SILL PLATE I3 /8" HTTI& 4x I8 -trod Q BIMP80N OR HEADED Q € 3/8° PLY GDX I3 /8" 48' HTT22 4x A.B. PER SCH BELOW SSTB24 SSTB24 131/4" (DO NOT USE 'J' BOLT) 3/8' PLY CDX I3 /8" 3" GL HDU5 4x I4 -SDS3 SST524 (5) 6ST524 (5) 1 3/4" 5❑ I 1 1/4" 8d a 4" HDUB EMBED BELOW 20 -6063 Q 5ST1534 (5) LO1.EST C.J. 2A MIN. NOTE: MIN. WALL END OR C:OR'ER DISTANCE SHALL BE SAME AS MIN. CONC. BIDE COYER MARK MIN. HD POST BOLTS/ NAILS/ SCREWS ANCHOR BOLT MIN. CONC. (2) COVER ON ANCHOR BOLT DIMENSIONS MONO POUR TWO POUR q (MIN.) 'B (MIN.) CL MARK LTT19 4x S -Ibd 5ST516 86TB20 13/4" 1❑ STUCCO 13/8" 48" LTT131 4x 18- 10601/2 5ST5I6 SSTB20 13/4 I3 /8" HTTI& 4x I8 -trod SST5I6 5ST520 1314" 0 3/8° PLY GDX I3 /8" 48' HTT22 4x 32 -16d SINKERS SSTB24 SSTB24 131/4" ® 3/8' PLY CDX I3 /8" 32" HDU5 4x I4 -SDS3 SST524 (5) 6ST524 (5) 1 3/4" 5❑ I 1 1/4" 8d a 4" HDUB (ox 20 -6063 8ST528 (5) 5ST1534 (5) 1 3/4" © 1 1/4' 8d • 4" HDQS bx 20 -6083 5ST528 (5) 8ST534 (5) 1 3/4° REF. NOTE e Q 1 11/2" 8d • 3' HDUII 6x 30 -8063 1 114, I" 0 1 5/4" 16" ® 11j4" 8d a 3" HOCIO 4x 24 -8083 SSTB28 (3) 5STB34 13/4" REF. NOTE d 1 s Q 1 9/16" 8d a 2" HHDQII 6x 24 -SDS3 I "a 1 160 13/4" 1611 12 2 3 1Ian" 8d a 3' HHDQ14 6x 30 -80153 1 "4 1" 0 1 3/4" 20" I3 2 I /S" 8d a 3' HDU14 6x 36 -SDS3 I"0 141 13/4" 20" 14 I9 /Ian" led a 4" HD15 6x 9 5 -I 4 " I I/4 0 " I I/4 4 13/4 20" 1" 2 IOdX 2 I /4' a 3' SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 1 B2 Solana Beach. CA, 92075 t: 656.792.5906 / f: 858.792.5916 PUBLIC WORKS BY: _ DATE: D ENGINEERING BY: _ DATE: SHEARWALL SCHEDULE SHEAR WALL FOUNDATION COW. W FLOOR CMINECTI @0-15,41111! TRANSFER O2 ' DIA. ANCHOR O BOTTOM PLATE NAIL q A35/LTP4 SPACING BLK OR JOIST To TOP PL.'S 5 6 ALLOWABLE SHEAR (LB/FT) NOTES Q MARK MAT RIAL EDGE NAILING W/ C.N. O 2x SILL 3x SILL land SIR NGE 60614x44 1❑ STUCCO REF. NOTE a 48" - 6' _ 24" ISO REF. NOTE a I I 0 3/8° PLY GDX 8d • 6" 48' - 4" - 16' 260 i ® 3/8' PLY CDX 8d a 5" 32" - 3" (ST) - 16' 320 5❑ I 3/8' PLY CDX 8d a 4" 32" - 3' (ST) - 12" 349 © 3/8" PLY CDX 8d • 4" 16" 32' 2 1/2" (ST) - 12" 380 REF. NOTE e Q 3/8" PLY CDX 8d • 3' 12" 32" 2' (ST) - 8' 490 REF. NOTE d e ® 3/8" PLY STIR I 8d a 3" 12" 32" - 6' 8' 550 REF. NOTE d 1 s Q 3/8" PLY CDX 8d a 2" N/A 24' - W. 8' 640 PER NOTE d a e 12 3/8" PLY CDX (BS) 8d a 3' N/A 16" - 4" S. 980 REF. NOTES b, C' d a e I3 3/8" PLY STIR 1 (BS) 8d a 3' N/A 16" - 3" S. 1100 W. NOTES b, c, d t e 14 15/32' PLY COX led a 4" 12" 32" 2 "(ST) - 10• 460 REF. NOTE d ! e 15 15/32" PLY COX IOdX 2 I /4' a 3' 12" 24" - 6' S" 599 REF. NOTE d a a Ian 15/32" PLY STIR I 10dX 2 I /4' • 3' N/A 24" - 6" 8' 665 REP. NOTE d a e 11 15/32" PLY STIR I 8d a 2" N/A 24" - 5" W. 130 W. NOTE d t e 18 15/32" PLY COX 10d a 2' N/A 16" - 5" 6" 110 REF. NOTE d 3 e pa 15/32" PLY STIR I 106 a 2' N/A 16" - 4" b• 810 REF, NOTE d 1 a 54 15/32" PLY STIR 1 (55) led a 3" N/A 12" - 3„ On EA SIDE STAGGER 1330 REF. NOTES b, c, d a e 21 15/32' PLY STIR 1 (BS) led a 2' N/A 8' - 3„ b" EA SIDE STAGGER 1140 REF. NOTES b, c, d a e 1Q ALL PLYWOOD PANEL EDGES TO BE BLOCKED AND EDGE NAILED. 2Q ALL PLYWOOD NAILING SHOULD BE WITH COMMON NAILS. CAN SUBSTITUTE COMMON WITH GALVANIZED BOX. FIELD NAILING SHALL BE MATCHING SIZE COMMON NAILS a 12" O.G. 3 ALL ANCHOR BOLTS TO BE 10" LONG 0 2x SILL, 12" LONG AT 3x SILL. ALL ANCHORS SHALL HAVE MIN 1/4 "x3N3" PLATE WASHERS. PLACE ALL ANCHORS A MINIMUM DISTANCE OF 4 3/8" (AND A MAXIMUM OF 12') FROM THE ENDS OF SILL PLATES. MINIMUM 2 ANCHOR BOLTS PER WALL OR PIECE OF SILL. ® SDSI /4x411/2 SCREWS MAY BE SUBSTITUTED WITH 34"0 x 6" LAG SCREWS WITH PREDRILLED HOLES. MINIMUM STAGGER DISTANCE IS 12 ". MINIMUM OFFSET IS 1/2 ". MINIMUM EDGE DISTANCE IS 11/2 ". VERIFY W/ SCL MANUF. MINIMUM SDS /LAG SCREW SPACING AND LEAD HOLE REQUIREMENTS OR USE 3x /4x NOMINAL MEMBERS PER REFERENCE NOTE d- O AT ALL ROOF PLATES WITH FRAMING PERPENDICULAR TO WALL USE A35 a 24' OR HI PER TRUSS (0 24" MAX) TYPICAL (U.O.N.) © USE P/4" STRUCTURAL COMPOSITE LUMBER (SCL) FOR RIM OR BLOCKING WON). OFFICE OFTHE STATE FIRE MARSHAL. APPROVED PI C O VLY Q REFERENCE NOTES: Reviewed by - a) EXTERIOR STUCCO WHERE OCCURS SHALL BE WOVEN OR WELDED WIRE LATH WITH 1/8" PORTLAND CEMENT PLASTER WITH a 11 GA. NAILS x 1 1/2" LONG x 11164P HEAD OR a 16 GA. STAPLE x 1/0' LONG LEGS. APR 2 7 2012 b) 3x6 SILL, 3x6 TOP PLATE 4 4x6 BLOCKING A INTERMEDIATE PANEL JOINTS IS REQUIRED. Approval of this plandoes not authorize or G) SHEAR WALLS WITH PLYWOOD ON BOTH SIDES, BOTH VERTICAL upproveanyomissionor deviation from AND HORIZONTAL INTERIOR JOINTS ON OPPOSITE SIDES 'V teabla fegulations Final approval is ,ttbi Bpi OF THE WALL SHALL BE STAGGERED. to fiieid inspection. One got ofapprovedi' .IR d) g)- CONNECTIONS FOR 2ND FLOOR AND ABOVE ONLY: 1' k aveilnhlsaetheerolect 'AF ate USE 3x MIN (NOMINAL) RIM OR BLOCKING BELOW WALLS WITH trod SINKERS 's 2" O.C. OR CONNECTIONS WITH SDS /LAG SCREWS AS REQ'D BY SCL MANUF. a) 3x REQUIRED AT ALL PANEL JOINTS 4 INTERIOR BLOCKING PLYWOOD (BS) E.N. TYP. �. LL A FULL DEPTH MILK a 48' £A. SIDE (l{.O.N.) SHEARWALL JOIST B SHEAR WALL SHEARWALL land a 8' A (6' 808 SCREWS A TYP. BOTT PLATES FER BC+ED. a ALT.) WHERE 1 1)2' LT. WT. CONC. APPLIES. 71,2LT WT. CONC. 4x BLK'G PER REF. FU LL DEPTH NOTE d BLK a 48' EA. SIDE SHEARWALL 15 (U.O.N.) LTP4 F"AR WALL BOTTOM PER SHEAR WALL ILL PLATE SCHEDULE COW. FLAT METAL CLIP W/ 2 -86 MIN. EA. SIDE t7-- CONT. T. F`L MN. SHEARWALL SECTIONS SHEARWALL SCHEDULE, NOTES, SECTIONS AND DETAILS A -A B -8 DOUBLE SHEAR WALL SECTIONS (PLYWOOD HORRJ PLYWOOD (BS) F N TYP MARK WOOD SIZE O4x6 O2 3x6 O3 2 -3x6 O4 3x6 * REFER TO FOOTNOTES 2 43 OF SHEAR WALL SCHEDULE. I °♦ i I I I °♦ i F A I I i 1 I�x♦ I I 1' I I I ; I i Tv I 'Y♦ i A -A B -8 DOUBLE SHEAR WALL SECTIONS (PLYWOOD HORRJ PLYWOOD (BS) F N TYP , r Y C -C D -D DOUBLE SHEAR WALL SECTIONS (PLYWOOD VERT.) APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY� - BY: _ DATE: DATE: 04/20/2012 DATE: FIRE 0 MINIMUM POST / STUDS (U.O.N.) MARK WOOD SIZE O4x6 O2 3x6 O3 2 -3x6 O4 3x6 * REFER TO FOOTNOTES 2 43 OF SHEAR WALL SCHEDULE. F A I I i 1 �„ I I 1' n I I ; Tv , r Y C -C D -D DOUBLE SHEAR WALL SECTIONS (PLYWOOD VERT.) APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY� - BY: _ DATE: DATE: 04/20/2012 DATE: FIRE 0 MINIMUM POST / STUDS (U.O.N.) MARK WOOD SIZE O4x6 O2 3x6 O3 2 -3x6 O4 3x6 * REFER TO FOOTNOTES 2 43 OF SHEAR WALL SCHEDULE. . -1, - LAYOUT 1 Al n1 Y LAYOUT 2 LAYOUT 3 LAYOUT 4 NOTE: HOLOOI M • HOLDOWN POSTS VARY. SEE FOUNDATION 4 FRAMING PLANS. STAGGER E� X FLAT METAL W/ 2 -8d MIN EA. SIDE CONT. T. F`L PLAN VIEW ■�6i .Sian U�\ � all \ OiBia- SOLID BLK'G �-BOTT. PLATE EN PLYWD 48" PLY PANEL A35 OR TN PER PLAN 4 SCHED. 48' PLY. A/B SEE PLAN STUDS NOT SHOWN FOR CLARITY CITY OF ENCINITAS - PARKS & RECREA MOONLIGHT STATE BEACH IMPROVEMENTS TYPICAL SCHEDULES AND DETAILS R [,I L AT f V) STR (H) STRAP SEE PLAN (V) STRAP SEE PLAN PER PLAN I `LIP DRAWING NO. OL SHEET 7 ( OF 04/09/2012 100% CD I I I iA Q91 N � N 0 SITEWALL 4 FTG PER CIVIL DWG 0 /_92 3 - - - -- PROVIDE EXPANSION JT I I 1 I 12 I \sl.v SIM 4 _ 5 N TOPPING SLAM W/DEPTH 4 SLOPE tt PER ARCH'L, 4 REINF 6 TO MATCH BLDG AREA NOTE: A LOCATE COLD JOINT BTWN INTERIOR TOPPING SLAB 4 EXT. LANDSCAPE FLATWORK BELOW DOOR THRESHOLD TYP, 4 a� INT. FACE OF WALL ai ROLL UP DOORS TYPICAL. VERIFY ALL LOCATIONS W/ ARCH'L REF 6. I� 4' -011 51_411 C31-411 REVISIONS APPROVED DATE SUB - CONSULTANT I HTKTI STRUCTURAL EN CI N E E R S u]HE OaN "ion SUM .Run. /2ro Pori CA SCSI. F.. (SX) SA -3333. F"� (Sb) S)FSR "R nMW. XINSECpI I TI / No. 24' Ex es r 3/ /13 fgT civi F OF CP) 9' -411 %e]2" T NOTE: 5 REFER TO ARCH'L SHT. A6.9 FOR ALL CONCRETE WALL DIMS, THICKNESS, BATTER 4 GEOMETRY TYP U.O.N TYP ALL/ 4 s .. I I I I 4' -13" 5 NOTE: C 5 REFER TO ARCH'L DETAIL FOR DRAINAGE TRENCH IN MENS, WOMENS 4 RENTALS TYP. 0 THIS LINE 8 0 TRENCH 8 f1.3 DRAIN 1.3 —� a TRENT DRAIN 12" CMU � p01 BASE BLOC 16 TAE CA I Z 6" TYP C z THIS LII - - -- 2 LVI PILASTER W/2 -05(V) EA FACE W/03 TIES I ai 13" iA Q91 N � N 0 SITEWALL 4 FTG PER CIVIL DWG 0 /_92 3 - - - -- PROVIDE EXPANSION JT I I 1 I 12 I \sl.v SIM 4 _ 5 N TOPPING SLAM W/DEPTH 4 SLOPE tt PER ARCH'L, 4 REINF 6 TO MATCH BLDG AREA NOTE: A LOCATE COLD JOINT BTWN INTERIOR TOPPING SLAB 4 EXT. LANDSCAPE FLATWORK BELOW DOOR THRESHOLD TYP, 4 a� INT. FACE OF WALL ai ROLL UP DOORS TYPICAL. VERIFY ALL LOCATIONS W/ ARCH'L REF 6. I� 4' -011 51_411 C31-411 REVISIONS APPROVED DATE SUB - CONSULTANT I HTKTI STRUCTURAL EN CI N E E R S u]HE OaN "ion SUM .Run. /2ro Pori CA SCSI. F.. (SX) SA -3333. F"� (Sb) S)FSR "R nMW. XINSECpI I TI / No. 24' Ex es r 3/ /13 fgT civi F OF CP) 9' -411 %e]2" T NOTE: 5 REFER TO ARCH'L SHT. A6.9 FOR ALL CONCRETE WALL DIMS, THICKNESS, BATTER 4 GEOMETRY TYP U.O.N TYP ALL/ 4 s .. I I I I 4' -13" 5 NOTE: C 5 REFER TO ARCH'L DETAIL FOR DRAINAGE TRENCH IN MENS, WOMENS 4 RENTALS TYP. 0 THIS LINE 8 0 TRENCH 8 f1.3 DRAIN 1.3 —� a TRENT DRAIN NOTE: CONSTRUCT 4 5ACKFILL BUILDING RETAINING WALLS PRIOR TO CONSTRUCTING ALL OTHER BUILDING WALLS. (NO HEAVY MACHINERY ON 5ACKFILL) i � 1051 -811 5' -4" 20' -0" 4' -0" NOTE: RETAINING WALL TYPE DIMENSION LIMITS ARE APPROXIMATE VERIFY IN FIELD TREN1 1.3 DRAIN 8� 1.3 g T NI DRAIN ---- - --y -- / - - NOT G W I -iq MAT SLAM: NOTE: I6" THICK 3000 PS G NCRETE W/ REINF. t AS NOTED ON PLAN' - TYP. TOPPING SLAM: 3000 PSI NORMAL EIGHT CONCRETE i W/ SLOPE PER AR HI ECTURAL j 0 W/ S" MAX, 3" MINIM�M THICKNESS TYP N/03 ° 12" O.G. MAXI E CH WAY ,s t2" FROM TOP OF S `A TYP. 2 -*5 lV) '4 , COLD JOINT �` 8 � JAMS BARS - - -- BTWN TOPPING TYP WHERE SHONN REF 13 j 4 LANDSCAPE FLATWORK fU 1,-0,1121-411 1_011 11-411 «. t 4 -31-011 2' -4" SIM/NO I`— MATTER 5At E — 10 fYP 16 1�3 T P f i r r YP a1 CM 9 9, , ,k TC3 -GONG / 1. SEA 16 16 ' 1. 5E+ 1.3 13 t - - --� - -- - - - -- ---- - - - - -- - -- -- — — — — — - - - -- — - -- - - - - - -- —_ 6" YP THIS LINE 11 TYP s, EX NI 1.3 CONIC NAL L 9' -4" 3' -4" 6' -13" &1_511 31 -411 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: 5' -4" &' -0" 20' -011 LANDSCAPEFLATWORK TO ME CONT THROUGHOUT RESTROOM ENTRY 10' -13" w- i >' LINE 12 "x24" PILAS1 W 13 -M5 (V) EA 2' -0" 4 03 TIES a1 1311 2 L- 0 � 10' -0" 51 -011 RESTROOM / CONCESSION FOUNDATION PLAN SCALE: 114" =1' -0" ARCHITECT APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 B Y: BY: BY: BY: BY: BY:— Solana Beach. CA. 92075 t: 656.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: FIRE C� aa� I. SLAB ON GRADE WITH REIN. PER PLAN OVER 2' CLEAN SAND OVER 15 MIL MOISTURE BARRIER OVER 2' CLEAN SAND. 2. A.B. 4 H.D. BOLTS TO BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 3. FOR ADDITIONAL DIMENSIONS, WALL THICKNESS 4 GEOMETRY SEE ARCHITECTURAL D 4. S INDICATES STEP FOOTING, SEE DETAIL 14 /SP2 5. FOR ALL SLAB SLOPES 4 FLOOR DRAINS, SEE ARCH'L DRAWINGS. 6. PRIOR TO CONTRACTOR REQUESTING A BLDG DEPT. FOUNDATION INSPECTION THE SOILS ENGINEER SHALL ADVISE BUILDING OFFICIAL IN WRITING THAT: A. THE BLDG PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED 4 COMPACTED. C. THE FND EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS 4 BEARING QQ Q Q CAPACITY CONFORM TO THE SOILS REPORTQ I I I I I ® INDICATES CMU WALL INDICATES 3000 PSI CONCRETE WALL INDICATES NON STRUCTURAL STUD WAL[ PER ARCHITECTURAL 11' -4" 131_0R It 1 0 0 v N _ I Kl 8 s .. 3! -4" '... _J 3' -411 s .. i 6 3"X40" PILASTER W/3 -05 (V) EA FACE `t i t"3 TIES 6g11 I 3 ADD'L "6 1211�1 (FOR 6" 'i9.C. ,I A> TOP 4 56 T; THESE 2 E'asES x LENGTH 01¢ �,LA5 N P TYP P 12 �mll PROVIDE EXPANSION Jt SITEWALL 4 FTG PER CIVIL DWGS ---41 0 � - 16 TAE CA I 2 LVI PILASTER W/2 -05(V) EA FACE W/03 TIES I ai 13" 0 8 - — - — - — - 3 —TS AB N REF 10 TYP. 1.5 12 -- - - — - — -- `s OFFICE OF THE STATE F!REWRS1iAL AP PRO VEDF ,C- ONLY Reviewedby —. APR 2 i 2012 approval of this plan does not authorize or tpprove any omission or deviation from ,pplicebleregulations Final approval IsS"Je t n field inspection Onesetof approved plans "" avmlable on fire nroieat CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS S1.0 RESTROOM / CONCESSION FOUNDATION PLAN SHEET 7Z OF 04/09/2012 100% CD NOTE: A REF A REMOVABLE RAILING PER ARGH'L (41 NOTE: B STEP IN MASONRY NOTE: ALL WOOD IN CONTACT W /CONCRETE OR MASONRY TO BE PRESSURE TREATED OR WATERPROOFED W/ 2 - LAYERS OF 10" FELT BETWEEN WOOD 4 CONCRETE (OR AS DIRECTED BY ARCHITECT) TYPICAL IS i K � N SI6 1H) SILL PL 13 REF FOR TRIM BARS N TC.�P OF CMU 1.3 s7 OPENINGS TYP, UO O 2x 15LKG x 6' MIN !N /10 2x OLKr4 SILL PL I W� (MIN) DEEP BLINtEL 1 l MIN ad 6 MAX a BLKG 4 0"3 (V) m 16 O.G. � � � 15 1 I I 1 3A _ 15 13 3 15 13 13A 12' MIN � W /HOOK t 4 B , MIN 1.5 11 1 1.5 1 1.5 1.5 I 1 1.5 1 1.5 I I 1.5 TYPICAL U.O.N 11' 1 1 1 �� Fr-ol �l�- - -- - - - - - - - - - ��'/ 7747771 I(D_ I= 5 - io-- Csi M ABV LOW PLY\OVEF C.J. �p I6" 3 3 TITEN SC E WS ` �/ LD 12 F� F t LINTEL STEEL 1. TYP 19 CONIC WALL 11 1.: P 5� i. •�c .ter r 1 e' .A f 1 std S Y 4 1 1. A:. 5✓ L, .. qqq •�1: �. p M$TI48(H) .a ' II DIRECT TO �:. .BM r1.5 CONCRETE 91M W /(8) 1 /4nroxl3 /411 10 . LOC. 2 -45 g It OF SIM TITEN SCREWS SLAB DEPTH m FRONT OF SUPPORT WALL LOC. 2 -45 6 4, OF $ 5" THICK SLAB SLAB DEPTH 1 5 THIS END OVER T. OF WALL TYP 3000 PSI CONC ATTIC / LOW ROOF FRAMING PLAN SCALE: 1/4 "=1'-0" 3' 12 111111TA AL IC B.N. 1.5 3 12' MIN r?x 5 UG HGR-/ O CMU 1/4 -1/411 x13/411 ITEM SCREWS DBL 2x8916" NOt c Al ow O E 12 16 1.5 4 2x12 '0 16" O.C. TYP, U.O.N. 5 1.5 ALIGN 6x12, B.N. ALIGN JOIST W /LEDGER 4 5.1 J/ ;- �I•� 3 •i2 ` MIN 5✓ L, .. qqq •�1: �. p M$TI48(H) .a ' II : TO BMA'..'•...•::..•.:.,:: `i:.�.� -•:,.. .BM 10 1. 3/4" PLY. (3211(o) CDX B.N. Sd ® 6 ", EN Sd a 6 ", FN. 8d ® 12" (U.O.N.) 2. ^ o INDICATES 2x PER PLAN DIRECTION 024" O.G. (U.O.N.) 2A. INDICATES BM /JOIST FRAMING DIRECTION (U.O.N.) 3. INDICATES SHEARWALLS AND SHEAR TRANSFER FOR WALLS. BELOW ROOF FRAMING. FOR SHEAWALL SCHEDULE SEE SHT. SP -3 4. (F) INDICATES FLUSH BEAMS. (D) INDICATES DROP BEAMS. 5. INDICATES LIMITS OF SI-EAWALL. FOR SHEARWALL SCHEDULE SEE SHT. 5P -3 6. INDICATES LOW ROOF AREAS 1. WALLS SHOWN ARE BELOW ROOF FRAMING 4 SHALL BE 2x6 9 16" (U.O.N.) 8. MINIMUM HEADERS (TYP. U.O.N.) ARE: 6x6 TO 4' -0" SPAN 6x8 TO 6' -0" SPAN 6x10 TO 8' -0" SPAN S. FOR ROOF SLOPES 4 ROOF OPENINGS, SEE ARCHITECTURAL DAG'S 10. 12 -I6d EACH SIDE OF TOP PLATE SPLICE (TYP. U.O.N.) 11. S.N. OVER ALL DRAGS 4 E.N. ALL VERTICAL POSTS AT SHEARWALLS (TYP.). 12. ALL NAILS AIRE COMMON (U.O.N.) 4 COATED OR GALVANIZED 13. 1 -2x MINIMUM UNDER BEAMS 4 HEADERS TYPICAL (U.O.N.) 14. * STRAP NOT REQUIRED IF JOIST, TOP PLATE OR BEAM IS CONTINUOUS. 15, MSTC 4 MST 4 ST STRAPS (H) SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES. 161 INDICATES CONCRETE WALL IT INDICATES CM WALL l HU HGR 12 DIRECT TO CMU 1^I WK12) 1/4"0x23/411 TITEN SCREWS ®,� 0m y�A 'aWF WALL 4x12 B.N. MSTI36 I OF LDGI FACE-16f ✓ HTT, T45 T521/2 x2 I. 12 10 1. CSx11.5 1.5 HUG HGR TRIM F S B DIRECT TO CMU 1� GONC WALL W/(8) 1/4 "001/4" 1 5 4 GRIND SMOOTH TITEN SCREWS z O n HTT• T4B U TYP •7/ 8 S ALIGN 4x -I2 5 1/2x21/2 x: 1 1.5 13 X15 1' ✓�?�; -- 5 CSx11.5 -O TS 21/2411/2x3/16" LOC 0 4 OF WF4TS 60 1.5 S8 x3/1 g CONT CSxil.S 1.5 . 4x4 BLK'G "BELOW WALL ABV, B.N. 16 W /A34 EA. SIDE EA. END L TS 21/2 x21/2 x3/1611 10 T554x3 /1 LOC • 4 OF WF4T 1 5 s ,n 24" DEEP LINTEL 65 W/2 -"5 (H) EA. FACE 1 U 404(V)m16 "O.C.a4: PER e � 1.5 z TS 21/2x21/2x3/16" x x LOC ® 4 OF WF4T 1 5 CSI& (H) SILL PL TO 2x BLKG x 6' MIN GONT m 2x BLKG TSSx8x1 W /10 -8d ® SILL PL ❑ 48d ®6 " MAX aBLKG 6' MIN 3 1.5 T21/2X3/I6" s 1.5 24" DEEP LINTEL W/2 -*5 (H) A. FACE E 4 04 (V) a 16 O.C. 0 (9 PER 1 1.5 6 OFFICE OF THE STATL PIKE MARSHAL APPROVED FIRE LY Reviewed by APR 2 7 2012 Approval of this plan does not authorize or APP"3ve any omission or deviation from regulations Final Final approval is subject o field inspection One set of approved plans `+ �1i he available on the oroiect site at Up tirt+r.. REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. I y RID R4 0902 PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE W AcaD FILE No. MOONLIGHT STATE BEACH HTK" YLJOR N" 2 Stephen Dalton Architects, INC. �� IMPROVEMENTS S11 TAYLOp * Ex re * 444 South Cetlros . Studio 782 BY; BY: BY: BY: BY: STRUCTURAL ENGINEERS s 3/ /73 Q Solana Beach. CA. 92075 14M 0.W S t.SUR. 1200 r �a� CITY PROJECT NO: (M)$7A8R011 -BBIR qr�• C V1N p t: 858.792.5906/f: 658.792.5976 o4i2oi2o12 AT nC LOW ROOF FRAMING PLAN tit WR -0RSR . F. tasRl " o -sRSR OF CP�E _ DATE: DATE: DATE: DATE: DATE: SHEET 13 OFD 18 WAR RMRECOY 04/09/2012 100% CD --- - - - - -- - -- --- - - - - -- - - -- 0---- - - - - -- - -- AREA OF BLOCKED DIAPHRAGM �� I I M, �. �. �, TYP 1J O'N O.C. .G. MAX MAx I I I 14 5.N. 2x ' MStA36(H) I 2x10 6 24" O.C. MAX MSTA36 (H) 6 PL BRK I I (MSTA36 (H) I TYP U.O.N 12' MIN 6 PL BRK ISIM 11 MSTA3&(H) 6 PL BRIG I1 2 I II' MIN ® I I 6x6, EN 1 I �� RK ALIGN JSt 6x6, EN 17� IN I �5 GLB 4 B.N. 2 1. I EL 507 1. 15 TYP GL.5 1- LS50 CO T 6x t. L (B YNN G S) CON 6 4 T. PL C N GL S) LS CON 6x4 . PL (5T PIN G S) ��- - - - - - - - - - - - _ - -- -- - -- - - - -- �� _, - y77W -- - - - - -- - - - -- I I RA TO T S O E T ? SL PE 3 , ii o � - - - - -- - 1 I I &x&-,,, RAK TO RO S PE F 3 I I ONT. x10 N. EN 1 4x1ID B N Ivy g n GOVT 4xIID B.N. 3 I I 6x6 I j 2x12 FASCIA CONT. 2x10 GONT. 2x10 ;F I - 3 1 1 CONT x112' 3 B.N. B.N. 1 „' 1" 1 CONT. 2x10, l ... 3 41 5.N. ED CONT. 2x cv RIM x 12 = MIN �, _ �t �+\ CONT. 2x RIM CO T. 4 10 x 1' 2 - x 0 m +! x 12' MIN 1` - - - - -- �- r �� - - - - -- -- L------- - - - - -- �, - -- 6 - 51�sx21 GLB (D) 51/ex21" CsLB (D) - CAMBER 1/2 " CAMBER 1/2 ° 4x10 B.N. 1• 1 ; CONT. 135' CONT. 140' -6" 14xio-B.N. x 2x12 „ I1 I 1 FASCIA WALL - 4xI0 B.N. d) u u ' ^ � 12 Lu 1 1 1 CONT - O I La 4xi B.N. L) x112' "I i °; 1 2x10 FASCIA + g P ' 9 9 = � x 12' MIN 6 UPPER EA 4 TYP 6 M 1. 1 NON ERG 11 SLOPE /ARCH'L _ SLOPE /ARCH'L 3 n m WALL BLW F� " z w 3 i_<_ ENTIRE 12 1 I I vin m 4x6 1 1 1 WALL ;I II Q EN BOTH 4x10 B.N. 2x10 6 24" O.C. 1 1 2x10 6 24" O.G. _. i TYP, U.O.N. - - - - - -- ---- - - - - -- -- - - - - -- - - - - - -J 1 TYP, U.O.N. ��-- - - - - -- 1 ;4x10 B.N. - _ _ ALIGN 4x10 B.N. - - - - -- ------------------ -- - - - - -� 1 , e I 1 y1 SLOPE /ARCH'L i " T x6 ! i " " 12 6 LOW EAVE IL 10 - 4.. 6 .« 1. 1. 1 4x10 LUS HGR _X -yLUI fT. 1 24' « 51/ax21" GLB (D) 1 1 16 MIN 1; ' ? TYP 6 ENTIRE 15 " TYP, U.ON. CAMBER 11/2E 1 1 1 ; SKYL S WALL I. 3 F I "� CONT. 133' - i - 3 = ' 1. 1 3 12' MIN TYP 6 TYP 6 C�LB t = ' " ICxN 2x, B.N xb GLIB LS50 0 15 RAKE TOP PL " RiFI x 12' MIN -- -_' EN $ 15 1 z I I TO MATCH 4x1 B.N. 0 41 6x6 E -- I - -' 1. 1 I. H2.5A t`+ it ROOF SLOPE MSTA36CH) MSTA3 H) 3 g 6 ALIGN 2x,1 6x6, E fox PL BRK - - -. 6 PL B - - -1. - 11A9 I N 2x, I, 1. S IM 0 4 0A 1 Y ,sue B N - - - - - -- �� - - -- - -� mm- .�.�. , " - - - -- ALIGN 2x 6x6, EN 6x6 6x6, EN ALIGN 2x 6k6 12' MIN -- - - - - - -- 6k6 2x10 6 24" O.C. MAX 4 B.N. TYP U.O.N 0 a 2 0A ----- -- - -- © 0A I 1 CONT. 2x RIM RAKE TOP PL x 12' MIN MSTA36 0A CH) 11' MIN 8 0 TO MATCH 6 PL BRIG 1 iv ROOF SLOPE 4 H2.54 EA SIDE 3 L TO BEAM BELOW RAKE TOP PL 1. 6x6 x 1• TYP EACH END OF TO MATCH H2.5A EA SIDE BLKD DIAPHRAGM EACH 6x6 ROOF SLOPE TO BEAM BELOW 4 H2.5A EA SIDE NAIL NA56 6 6" B.N. TYP EACH END OF TO BEAM BELOW Sd 6 611 TYP 2x4 6 24" O.G. MAX EACH 6x6 772x47:0 24" O.G. MAX 1• TYP EACH END OF ad 6 12" F.N. TYP 6 THIS ROOF EDGE 2x4 6 2411 O.G. MAX TYP 6 THIS ROOF EDGE EACH 6x6 RESTROOM / CONCESSION STAND ROOF PLAN SCALE: 1/4"=V-0" ROOF FRAMING DRAWING NOTES: I. 5a" PLY. (32/16) CDX B.N. Sd 6 6 ", EN 8d a 6", FN. Sd a 12" (U.O.N.) 2. INDICATES 2x PER PLAN DIRECTION 624" O.G. (U.O.N.) 2A. INDICATES BM /JOIST FRAMING% DIRECTION (U.O.N.) 3. INDICATES SHEARWALLB AND SHEAR TRANSFER FOR WALLS. BELOW ROOF FRAMING. FOR 51-EAR4ALL SCHEDULE SEE BHT, SP -3 4. (F) INDICATES FLUSH BEAMS. (D) INDICATES DROP BEAMS. 5. INDICATES LIMITS OF SHEARWALL. FOR SHEARWALL SCHEDULE SEE 5HT. SP -3 6, INDICATES DOUBLE FRAMED AREAS. 1. WALLS SHOWN ARE BELOW ROOF FRAMING 4 SHALL BE 2x6 6 I6" (U.O.N.) & MINIMUM HEADERS (TYP. U.O.N.) ARE: 6x6 TO 4' -0" SPAN 6xS TO 6' -0" SPAN 6x10 TO V -0" SPAN 13. FOR ROOF SLOPES 4 ROOF OPENINGS, SEE ARCHITECTURAL DWG's 10. 12 -1ed EACH SIDE OF TOP PLATE SPLICE (TYP. U.O.N.) 11. B.N. OVER ALL DRAGS 4 E.N. ALL VERTICAL POSTS AT SHEARWALLS (TYP.). 12. ALL NAILS ARE COMMON (U.O.N.) 4 COATED OR GALVANIZED 13. 1 -2x MINIMUM UNDER BEAMS 4 HEADERS TYPICAL (U.O.N.) 14. * STRAP NOT REQUIRED IF JOIST, TOP PLATE OR BEAM IS CONTINUOUS. 15. MSTC 4 MST 4 ST STRAPS (H) SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES. O CSIro (H) BEAM TO BEAM /JST ACROSS SOLID BLKG W/10 -10d 6 EA BEAM EACH END OVER ROOF PLYWD B.N. BM, BLKG, 4 JOIST TYP 20 CSlfio (H) BM TO BLKG x 6' MIN 6 BLKG OVER ROOF PLYWD W 110 -10d 6 BM 4 6" O.G. 6 BLKG B.N. BM 4 BLKG TYP ® L650 EACH SIDE STAGGER R, 2AV 6 24" O.C. MAX TYP U.O.N 1 -" PLY RADIAL TOP PL - RAKE O MATCH ROOF SLOPE 5 112.5A EA SIDE TO BM 9ELOW MSTA36 (H)6 PL BRIG I- ---- - 11. ' -- - --`?� � %4 2x4624" O.C. MAX CONT OVER 4x6 L550 -H2.5A TO BM BELOW 1.Ea/ 51/8x21" GLB (D) CONT. 19' 2x10 6 116" O.C. MSTA36(H) 6 PL 5W al STA3ro(H) 6 PL BRK C N T. OF PL) I 6' MIN - - -- -�4 -6x6, EN OFFICE OF THE STATE FIRE MARSHAL APPROVED FI AND NLY Reviewed by `6c� <�M APR 2 7 2012 Approval of this plan does not auth9Fjze or approve any omission or deviation &Olin applicableregulatigns Final approval is subject to field inspection One set of approved plans `I' <11 by availahir on the orotect site at .all REVISIONS APPROVED DATE SUB - CONSULTANT S/ -SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. " F 0902 PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE ACAD FILE NO. Stephen Dalton Architects INC. MOONLIGHT STATE BEACH HTKHORa""'Z No.3 <9 r� IMPROVEMENTS S1.2 T�17 afi t Ezp es ,t 444 South ceuros .studio 182 BY: BY: BY: BY: BY: KUBFKAq /'�/'� PLAN 1 T R " O T " R .1 L ENGINEERS 3/ /13 Q Solana Beach. CA. 92fA5 ROOF PLAN ' 5TRUCTURAL.E",� r �\ CITY PROJECT NO: E�sws E�"t 1711-110M 'qTF �F N vCA�sFp� - t: 858.792.5908/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: SHEET 7q OF /( 04/0912012 100% CD x 37 cq 15 13A 51.5 SIS 11-1 LINE OF 12" 2 -•4 (H) CMU BEYONp� j S" CMU SOLID GROUT W/45 9 16" (V) 0 t 404624 "(H)a t z 11-1 LINE OF 12" a CMU BEYONp� j Z "4 z 2 - (H) Q W/"6 ®ib" ( V) Q 4 04 16" (H) CL{ i= 12" CMU — eo SOLID GROUT ao W/% a 16" (V) 4 04 6 16" (H) 212D REFER TO ARCH'L FOR DRAIN 4 WATERPROOFING STD HOOK T 4 B RE INF TYP 3 -ADD'L "6 g 12" — T 4 B (FOR (b " O.C. MAX) WHERE OCCURS PER PLAN 2" CLR (TYP) I BAR EA. FACE JAMB 2 -05 (V) MIIN EXTEND TO TOP OF WA F 15 13A I 51.5 51.5 I 2 - "4 (H) 8" CMU -- - SOLID GROUT W/05a Ili "(V)g$ 40402411 (H)m it 1 1 15 13A I 51.5 51.5 I 2 -04 (H) 8" CMU -- — SOLID GROUT W/05 0 1(0" (V) * t 404 a241, (H)ait x �o a WHERE 40 DIA CANNOT BE OBTAINED, EXTEND AS FAR AS POSSIBLE 4 PROVIDE STD 90° HOOK -15 (H) MIN 21/2" Z f Z r � cq 11-1 LINE OF 12" z Z CMU BEYONp� j Z 8" CMU z SOLID GROUT Q W/"6 ®ib" ( V) a 4 04 16" (H) CL{ S 6" O.C. 1 z 2 - (H) - �+ 8" MAX TOPPING DEPTH ' —I r Z a b 1 T- I2" CMU - -� ao SOLID GROUT I I W1"6 a 16" (V) PER PLAN 404a16 "(H) Z REFER TO ARCH'L- FOR DRAIN 4 CONT % FTG DOWELS WATERPROOFING NO SPLICE - - - - - 8" MAX TOPPING DEPTH 2" CLR 4 SLOPE PER ARCH'L STp HOOK WHERE 40 DIA CANNOT BE OBTAINED, EXTEND AS FAR AS POSSIBLE 4 PROVIDE STD 90° HOOK -15 (H) MIN 21/2" Z f Z r � cq 11-1 LINE OF 12" z Z CMU BEYONp� j Z 8" CMU z SOLID GROUT Q W/"6 ®ib" ( V) Q 4 04 16" (H) CL{ S 6" O.C. "4 2 - (H) - 8" MAX TOPPING DEPTH r 2" CLR a T- I2" CMU - -� ao SOLID GROUT ? I W1"6 a 16" (V) PER PLAN 404a16 "(H) Z REFER TO ARCH'L- FOR DRAIN 4 CONT % FTG DOWELS WATERPROOFING NO SPLICE - - - - - 8" MAX TOPPING DEPTH 2" CLR 4 SLOPE PER ARCH'L STp HOOK SLAB 4 REINF PER PLAN T 4 B REINF TYPIN 3 -ADD'L "6 a 12" - - — T 4 B (FOR (o" O.C. — "' 3" CLR MAX) WHERE OCCURS PER PLAN WHERE 40 DIA CANNOT BE OBTAINED, EXTEND AS FAR AS POSSIBLE 4 PROVIDE STD 90° HOOK -15 (H) MIN 21/2" Z f Z r � cq X REFER TO ARCH'L ;,� FOR DRAIN 4 a 1 Z Z E d- - CONT % FTG DOWELS - WATERPROOFING I CONT % FTG DOWELS NO SPLICE NO SPLICE 8" MAX TOPPING DEPTH 1 8" MAX TOPPING DEPTH 2" CLR 4 SLOPE PER ARCH'L 1 2" CLR 4 SLOPE PER ARCH'L SLAB 4 REINF STD HOOK SLAB PER PLAN T 4 B REINF TYP 4 REINF 3 -ADD'L "6 g 12" PER PLr - - T 4 B (FOR 6" O.C. ILI ET, 3" CLR MAX) WHERE OCCURS PER PLAN CT WALL REINFORCEMENT SCHEDULE 11-1 LINE OF 12" (V) VERTICAL BARS EACH FACE CMU BEYONp� j Z 8" CMU z SOLID GROUT Q W/"6 ®ib" ( V) u� 4 04 16" (H) CL{ X REFER TO ARCH'L ;,� FOR DRAIN 4 a 1 Z Z E d- - CONT % FTG DOWELS - WATERPROOFING I CONT % FTG DOWELS NO SPLICE NO SPLICE 8" MAX TOPPING DEPTH 1 8" MAX TOPPING DEPTH 2" CLR 4 SLOPE PER ARCH'L 1 2" CLR 4 SLOPE PER ARCH'L SLAB 4 REINF STD HOOK SLAB PER PLAN T 4 B REINF TYP 4 REINF 3 -ADD'L "6 g 12" PER PLr - - T 4 B (FOR 6" O.C. ILI ET, 3" CLR MAX) WHERE OCCURS PER PLAN CT WALL REINFORCEMENT SCHEDULE WALL THICKNESS (V) VERTICAL BARS EACH FACE (H) VERTICAL BARS EACH FACE 8" TO 24" 05 16" O.C. 05 0 12" O.C. 24" TO 32" S 16" O.C. 05 9" O.C. 32" TO 48" i15 B 8" O.C. S 6" O.C. REFER TO LANDSCAPE DWGS - LIZ: 89 -"5 (H) MIN a! i -"5lH u CURB t =r )OWELS TO MATCH AMB BARS 2 -05 (H) T4 B LAP BAR FROM WALL BELOW, WHERE OCCURS TYPICAL WALL OPENING ELEVATION N.T.S. REVISIONS I APPROVED I DATE SUB - CONSULTANT i HOFKWM TAYLOR STRUCTURAL EN CI NN EE •E RS 1{ D.W. 9bwt . EURN f= P., CA 69U91-BB19 (m) .i9-S999 . F.. rwo 819 -859 wwR. NMSECOM EN FESS/ q SDA PROJECT NO. `F9 0 0902 y ACAD FILE NO. ND. 49 N Ex es k 3/31/13 fT9TF OF v��\P CITY PROJECT NO: U iYl DIM (VARIES) 1112 ° MIN REF 2 2 Z BATTER EXT. FACE OF WALL WALL THICKNESS PER ARCHITECTURAL (H) BARS PER SCHED (V) BARS PER SCHED EXT. FLATWORK PER LANDSCAPE ADD'L REINF IN FLAT 11�2N p,2" Q WORK ,9 MAT SLAB PERIMETER PER GLR CLR GEOTECHNICAL -- — _ - 13 l REF .F2 � STAIR VARIES — (6" MIN) STD HOOK T 4 B REINF TYP 05 m 16" FTG DOWELS 05 9 24" MAX -- EXTEND TO FAR FACE OF CONC WALL TYP e - - - - - - - - - 8" MAX TOPPING DEPTH 2" CLR 4 SLOPE PER ARCH'L l5ia" MIN SLAB 4 REINF (VERIFY W /AR H'L) PER PLAN . d z 0 3" CLR CMU WALL PER PLAN E 05a16" FTG I ALTERNATES SLAB — 4 RE INF PER PLAN 36" MIN "3 CONT 03 U ® 12" O.C. Ell r� 8" SOLID GROUT GROUT W/05 a 16" (V) g Iti 4 04 Is 24" (H) 0 it EXT. FLATWORK PER LANDSCAPE ADD'L REINF IN FLAT WORK A MAT SLAB PERIMETER PER GEOTECHNICAL 3 -ADD'L "6 12" - - - -___ T 4 B (FOR 6" O.C. MAX) WHERE OCCURS PER PLAN STD HOOK T 4 B REINF TYP OFFIC OF THE STATE FIRE MARSH5. B 16" APP OVED FIRE C ONL FTG DO Reviewed BEI APR 2 T 2012 A rovala this plan does not authorize or 311 CMU °ARTIAL GROUT ol/M5 9 16" (V) 0 It 404*2411 (H)g$ 12' -8" MAX HEIGHT =ROM TOP OF MAT SLAB COMPRESSIBLE MATERIAL BETWEEN TOPPING SLAB 4 WALLS TYP 8" MAX TOPPING DEPTH 4 SLOPE PER ARCH'L SLAB 4 REINF PER PLAN e CMU WALL PER PLAN REINF NOT SHOWN FOR CLARITY 114" TRENCH DRAIN (VERIFY) _D L= Mimi 1' -0" rYPIGAL EA SIDE 6" MIN — TRENCH DRAIN PER ARCH'L 43 CONT - 1�03 6 12" O.G. EA WAY 6" MAX VERIFY --- - - - - -- >r � U (q 3" CLR TYP a SOIL rex C- COMPRESSIBLE I MATERIAL BETWEEN Z TOPPING SLAB 4 WALLS TYPICAL e 8" MAX TOPPING DEPTH r 2" CLR 4 SLOPE PER ARCH'L SLAB 4 REINF I PER PLAN L- 3" CLR ALT BAR BENDS - 2-05 (V) jP aa4i� `tulissior,ardepipOnfrom I Pi �uiatieuA, Final approval is subject fi�fo itial eetiou One set of approved plans atr liable, en the sroicet silo atRII0��= 14 REF CONC WALL PER PLAN 12° SP2 StEPPEp FTG 1 0 1 THICKNESS VARIES LOCATE (V) 111/2" CLR TYP PLAN VIEW rig u %l WALL BAR STD HOOK ARCHITECT APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION Stephen Dalton Architects, INC. 444 South Cedros . S[udio 182 BY: BY: BY: BY: "'t BY: _ Solana Beach. CA . 92075 t: 858.792.5908/ f: 858.792.5918 DATE: - DATE: DATE: DATE: 04/20/2012 DATE: FIRE IN." (MIN) - 10" (MAX) THICKNESS /ERIFY W /ARCH'L 3000 PSI CONC WALL ^I/05 9 16" (V) 0 It 104012 "(H)g it 2' -8" MAX HEIGHT =ROM TOP OF MAT SLAB SLAB 4 REINF PER PLAN —' 112" CLR TYP STD HOOK �O VITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS S1.3 SHEET 7S OF (g 04/09/2012 100% CD 04/09/2012 100% CD SHEARWALL 1151h811 PER PLAN REF 5L5 WHERE OCCURS E.N. — REF g35 CHAMFER 3/411 f TYP 04 CHJ 04 Wall (V) � Z m WALL QX °. •4 (V) m 18" O.G. MAX W /STD HOOK ,Q = - ALT HOOK DIRECTIONS °5 at 12 0 CIA REINFORCING PER PLAN d 1 REF - 9 iv 05 (H) 0 18" O.C. MAX ALT BENDS REINFORCING PER PLAN .. 2 -"5 (H) 44 d ° d' • ° °. Q- Q °' p- -q I,,4/STD HOOK ° ° ° z z CONCRETE WALL ° N d CONCRETE WALL d CONCRETE WALL N PER PLAN PER PLAN PER PLAN FOR ITEMS NOT NOTED OR SHOWN REF II CHAMFER 3/4" REINFORGINCx CHAMFER 3 /a° EXTEND WALL BARS TO TOP W.StD HOOK TYP TYP 12 STD HOOK PER PLAN PER ARCH'L (14") w 4 lH) - TYP EA END Sea., 3/4" CHAMFER SLOPE PER ARCH'L SLOPE PER ARCH'L _ -- _ 04 0 18" 12 515 TYP o MAX Z °•° a REF 0 FRAMING °d. od o p • • • w3 TIE a TOP BOT p L_ - ---------- ----- - ----- ° - -- I8" O C MAX 18" LAP I ____ , _____________________ INBETWEEN I \ 1t /z 11 14A 2" CLR J- i -' ` A CLR Si.5 ;' ` cA TYP �0 �' - -- *5 (V) 0 8" O.G. E (H) �+ 6" O.C. • EACH EDGE EXTEND , -45 (V) EA FACE PILASTER W /STD PER ARCH'L FOR ITEMS NOT HOOK NOTED OR SHOWN • REF 11 _ S1.3 • 2 -w3 TIES 811 g TO 6" tHICK1CONG I FACE 2 REF SI.5 ° d LINE OF ' WAL BEYOND W/04 16 u1 OF GONC WALL TYP EA WAY U j 2 -HILTI HUS -E2 TS TO ° a ? 1I 03 TIES A 8" 2 PSI FOAM 4 II I /21'0x31 /2 " 3/16 END fe TYP FILLER tt /2 TO CONIC BEYOND a -- ------------- - - - - -- W (L TYP r - PILASTER 13 ° ii PER PLAN ( a _I • • • • • _ — ° Rt I 11 \N 'G' CHANNEL 3 — ® �^ d • • III' . PER PLAN II 411 411 — 3/16 END i1? 31811 li W/1/211 OX31/2 n IMFT — - { HILTI HUS -EZ O {� u Ica OFFICE OF THE STATE FIRE MARSHA, SLATS 16 Y Fr r APPROVED Reviewed oNL�. PER ARCH'L - by. �— 1 PILASTER REF 1. 5I.5 APR 2 7 2112 C' CHANNEL PER PLAN • PER PLAN ippr v8latthlsplandoesnotauthor3zepr 3/16 2 TS PER PLAN TYP END �B" tnlssloe or deviation front Pr habi ny gulaficu, Final approval er�ia 3r SI.5 MITRE BEAM ENDS W/2 -1/2 "� A. B. B. is subject Impe t,oa Oria atom lrov dplaue P7 , aJib�Netllbieontbenrotect:ata3t fE 6X6 X3 3/16 - -------------- j C' CHANNEL =n -- 3/16 I MITRE BEAM ENDS - - --- � ® j PER PLAN �� ® - ------------------------- 3116 - ------------------- - - - - -- ----------------------------------------------- °- - - - - -- ----------------------- - - - - -- - - -- ® 1/211 _ ril TS BEAM i6 - 2" MIN = ® PER PLAN ICI CHANNEL i Li BEAM R PLAN EQ EQ X PER PLAN 'L' SHAPED fE BELOW REF W - 11 END IE Ni / 2x PTDF LEDGER 1/4 x3 x6 W/1 -1/2 "� A.B W /s/boo WELDED STUDS m 24" W/2 -1j2 "O WELDED STUDS CONNECTION TO TS _ PLAN VIEW �' x u 80 PLAN VIEW REVISIONS APPROVED DATE SUB - CONSULTANT , o �y HTKHOROWITZ � � No. 3 4 � TAYLO Ex es A PROJECT NO. 902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Stephen Dalton Architects, INC. 444 South PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION � BY:'i y FIRE BY; MOONLIGHT STATE BEACH IMPROVEMENTS 51,4 ACAD NO. ,,p STRUCTURAL ENGINEERS s 3/ /73 e rown8 9 E.ILt B� 9TF ofvCA`vEO� (M) D 11011 S"ee1."W ►IGG l �� Solana Beach. CA. 92075 t:858.792.5so5/f:858.792.5915 DATE: DATE: DATE: DATE: 04/20/2012 DATE: CITY PROJECT NO: WALL AND FRAMING DETAILS SHEET -7r,,2 OF JA 04/09/2012 100% CD 3 COURSES S" CMU SOLID GROUT LINE OF TS BEAM BEYOND 1 COURSE (MIN) 8" CMU s OLID GROUT pre A35 EA SIDE OF EA JST STAGGER 2 -+'S (H) �- 05 G 16" (V) ar WALL (� (ALT HOOK) CRICKET PER ARCH'L B.N. E.N. BLKG TYP PLAN VIEW B.N. JOIST PER PLAN I -M5 (H) 2x BLKG le 48" x 2 BAYS, E.N. W /H2A 2x PTDF LEDGER W/51/8110 A.5.6 2411 I REF _ •4 REBAR TO TOP OF TS 3/16 REF CMU WALL PER PLAN REF 3 B.N. 4x JOISTS, W/B.N. 4 HD'S PER PLAN WHERE OCCURS 7— JOIST PER PLAN W /LUS HANGER \ry 4x PTDF LEDGER NA /4 "� WELDED STUDS m 16" TS BEAM / _� PER PLAN ( C[r)5� 2x PTDF STUD 104/44, "0 A.B. TO CMU WALL 0 32" O.C. MAX 4 8" MAX. FROM TOP 4 BOTT SHEARWALL PER PLAN EITHER SIDE OF WALL WHERE OCCURS 3 COURSES- 811 CMU SOLID GROUT 3/16 TS BEAM — PER PLAN 2 -ROWS B.N. INTERRUPT RIM FOR NF BM 0 2x PTDF, W151/0 "0 A.B. PER SHEAR SCHED (32" O.G. MAX) 4 3" SQ x1 /4" PL WASHER 2 -05 (H) 95 A 16" (V) (ALT HOOK) CRICKET PER ARCH'L B.N. E.N. BLKG TYP JOIST PER PLAN 2x BLKG a 45" MAX x 2 BAYS, E.N. W /H2A 2x PTDF LEDGER NA /8 "O WELDED STUDS ® 24" ca T% 2x BLKG W /A35 a 16" Ibd 49 6" 111/0" RADIAL - PLYWOOD PL A34 — ` EACH SIDE TYPICAL 4x NAILER W/3/4 "O STUDS a 24" 4 6" FROM EA END CTSK IN MAX SHEARWALL PER PLAN WHERE OCCURS CRICKET PER ARCH'L SLOPE TO DRAIN -E.N. JOIST PER PLAN 4x BLKG, W/E.N. B.N. 2 ROWS all NF BMJ / JOIST PER PLAN PER PLAN 2 -05 (H) W /JB HANGER TYP 2-"'S (H) (COAT OR LAP) OIST PER PLAN 11/2110 x 24" SHIM J TYP 6 PAST FACE OF AS REQ'D A3fL1"I TI -1RD'D WALL EACH WAY) RODS 0 BM Ga. x6 PTDF NF BM P PER PLAN N1518110 A.B. e I16" CMU WALL GTSK 1" MAX PER PLAN �/% 00 [1 SHEA5WALL 13A 41 TS COL SHEARWALL 12A WALL ABV o 3 WALL ABV PER PLAN REF a WALL WHERE OCCURS EQ EQ PER PLAN EITHER SIDE - EITHER SIDE 2x PTDF PL REMOVABLE RAILING WHERE OCCURS j 2x PTDF PL WHERE OCCURS N/b /8 "m A.B. I 2 PER ARCH'L W/S1/a°o A.B. E.N. PER SHEARWALL • REF 5" � TS/PLAN I 2 "O.D. PIPE MAX E.N. PER SHEARWALL " Q'E QC 2 -•5 (H) SCHED (32 "O.C. MAX) 2- lH) 4 SCHED 132 O.G. MAX) (VERIFY) 4 4x3 SQ. 3/16 I j U I I X 4 1/4 "x3" SQ. B WASHERS I I B WASHERS 21/4" I.D. SLEEVE E ® _ SLOPE TO DRAIN 8 3/16 2 SIDES = ❑ r B1 /. \ LOCATE 03 x36" LONG CMU WALL @ PER ARCH'L CMU WALL BEAM _ ® W /2- 1 /2 "�x16'I .9 EACH SIDE T 4 B PER PLAN iv JOIST PER PLAN PER PLAN CRICKET PER ARCH'L PER PLAN 3/16 '� ❑ A30'1 THRD'D OF SLEEVE ® INT FAC RODS B.N. W /LUS HANGER N - 7 OF CMU - - - - - -- ------- -- ----------------- - - - - -- - - - - - -- -- - - - - -- - 511 ® FASCIA RECESS 1/E ; 11/2" m PER PLAN 4 FILL W/ GROUT I TACK TYP • m z ----------------------------- Jill JOIST LOCATE 05 (V) LOCATE *5 (V) +a IN CELL, W /A.B. W /3" CLR EA SIDE PER PLAN BEAM PER PLAN ( INDICATES TIGHT FIT PLAN VIEW m CORNER PLAN VIEW m WALL TYP OF SLEEVE TYP I -+1/5 (H) FACE OF BEAM �4x PTDF LEDGER TO FACE Or- T5 TYP 3/16 N/3/4"O A.B. m 16" 2x PTDF LEDGER 3/16 /� J 1 R 11 11 O O W/-1/ "O A.B. 0 24" fit? 1/2 x3 x8 � O � � LOCATE lH) BAR � � � , W/2 -11/2 "O WELDED STUDS SHEARWALL SHEARWALL 12 VARIES VARIES SHEARWALL WALL ABV PER PLAN WHERE OCCURS PER PLAN WHERE OCCURS TYP SHEARWALL 51.4 E.N. PER PLAN g 14A REF WHERE OCCURS CRICKET PER ARCH'L PER PLAN SLOPE TO DRAIN °° WHERE OCCURS 16d PER SCHED 6 EXT. LOW ROOF LOCATIONS C6" O.G. MAX) � } >�ov t�i'r1'rt_ rlxh ti ;AnsH,a;� 16d PER SHEAR SCH� coNt�v E.N. BLKG Q CRICKET (6" O.C. MAX) 16d 6" B.N. - ----- - - - - -_ �� SLOPE PER ARCH'L keviewed by 2x, FPTDF PL ° a DIMENSION W /-1/811~' A.B. `�' H2A BLK TO BLK B•N• PR 2 7 2012 PER SHEARWALL Q TYP PER ARCH'L g•N• E.N. CONt FRAMING DIMENSION SCHED 132 "O.C. MAX) �,,�t Ti "n doesnotaathorl�eor PER ARCH'L 4 1/4 "x3" SQ. ° - -- ------ - - - - -- WHERE OCCURS tip �� ,3uu'si ©a rG1a iatiof,from GLB GONCiZETE ____ _______ tenbttt,[kul Cl it Ftnalapprovalis subject PER PLAN R WASHERS 4 a . : • - - -- -- __ f1/ 1/u lir,pau It e One sat of apptoa ,,I .0 WALL, W /R£INF 5 � ° n n he;aaan,:bi.ou *he�roteets,t[ at.!1' „ REF JOIST PER PLAN E.N. 2 -*5 (H) PEER SCHED E.N. Jim LINE Or- DIRECTION VARIES 513 a a I'1; LOW ROOF 2x BLKG 6 24" O.G. MAX CMU WALL �a BEYOND PER PLAN LOCATE (H) BEAM REINFORCING a CMU WALL 2x BLKG PER PLAN BEAM BEYOND PER PLAN 2x PTDF LDGR N /5/811O A.B. W/E.N. 6 24" O.C. 6 24" O.G. MAX e REVISIONS APPROVED DATE SUB - CONSULTANT FEssi (.� -, -SDA PROJECT NO. ARCHITECT u APPROVALS CITY OF ENCINIUTAS - PARKS & RECREATION DRAWING NO. w ' P No 3 4 Nc ACAD FIOLE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH IZ Stephen Dalton Architects, INC. ti TAYLOR * / Ex es 444 South Cedros .Studio 162 BY: BY: BY: H T K HKAp BY: - BY: IMPROVEMENTS S1.5 STRUCTURAL ENGINEERS J, 3/ /13 C Solana Beach. CA. 92075 ,11SS G l I Strssl.AM. pOD r CITY PROJECT NO: Pon„ GA 81001 -SSIS 9rF C 1L \EQ� t: 858.792.5906 / f: 856.792.5916 04120/2012 WALL AND ROOF DETAILS RAN. GTS-818Y . Fn (RY) BJLlY59 of cn� _ DATE: DATE: DATE: DATE; DATE: SHEET 77 OF WWW. HMS£C"N 04109/2012 100% CD 141A P PAR ORA A35 EA SIDE OF EA JST STAGGER 2 -+'S (H) �- 05 G 16" (V) ar WALL (� (ALT HOOK) CRICKET PER ARCH'L B.N. E.N. BLKG TYP PLAN VIEW B.N. JOIST PER PLAN I -M5 (H) 2x BLKG le 48" x 2 BAYS, E.N. W /H2A 2x PTDF LEDGER W/51/8110 A.5.6 2411 I REF _ •4 REBAR TO TOP OF TS 3/16 REF CMU WALL PER PLAN REF 3 B.N. 4x JOISTS, W/B.N. 4 HD'S PER PLAN WHERE OCCURS 7— JOIST PER PLAN W /LUS HANGER \ry 4x PTDF LEDGER NA /4 "� WELDED STUDS m 16" TS BEAM / _� PER PLAN ( C[r)5� 2x PTDF STUD 104/44, "0 A.B. TO CMU WALL 0 32" O.C. MAX 4 8" MAX. FROM TOP 4 BOTT SHEARWALL PER PLAN EITHER SIDE OF WALL WHERE OCCURS 3 COURSES- 811 CMU SOLID GROUT 3/16 TS BEAM — PER PLAN 2 -ROWS B.N. INTERRUPT RIM FOR NF BM 0 2x PTDF, W151/0 "0 A.B. PER SHEAR SCHED (32" O.G. MAX) 4 3" SQ x1 /4" PL WASHER 2 -05 (H) 95 A 16" (V) (ALT HOOK) CRICKET PER ARCH'L B.N. E.N. BLKG TYP JOIST PER PLAN 2x BLKG a 45" MAX x 2 BAYS, E.N. W /H2A 2x PTDF LEDGER NA /8 "O WELDED STUDS ® 24" ca T% 2x BLKG W /A35 a 16" Ibd 49 6" 111/0" RADIAL - PLYWOOD PL A34 — ` EACH SIDE TYPICAL 4x NAILER W/3/4 "O STUDS a 24" 4 6" FROM EA END CTSK IN MAX SHEARWALL PER PLAN WHERE OCCURS CRICKET PER ARCH'L SLOPE TO DRAIN -E.N. JOIST PER PLAN 4x BLKG, W/E.N. B.N. 2 ROWS all NF BMJ / JOIST PER PLAN PER PLAN 2 -05 (H) W /JB HANGER TYP 2-"'S (H) (COAT OR LAP) OIST PER PLAN 11/2110 x 24" SHIM J TYP 6 PAST FACE OF AS REQ'D A3fL1"I TI -1RD'D WALL EACH WAY) RODS 0 BM Ga. x6 PTDF NF BM P PER PLAN N1518110 A.B. e I16" CMU WALL GTSK 1" MAX PER PLAN �/% 00 [1 SHEA5WALL 13A 41 TS COL SHEARWALL 12A WALL ABV o 3 WALL ABV PER PLAN REF a WALL WHERE OCCURS EQ EQ PER PLAN EITHER SIDE - EITHER SIDE 2x PTDF PL REMOVABLE RAILING WHERE OCCURS j 2x PTDF PL WHERE OCCURS N/b /8 "m A.B. I 2 PER ARCH'L W/S1/a°o A.B. E.N. PER SHEARWALL • REF 5" � TS/PLAN I 2 "O.D. PIPE MAX E.N. PER SHEARWALL " Q'E QC 2 -•5 (H) SCHED (32 "O.C. MAX) 2- lH) 4 SCHED 132 O.G. MAX) (VERIFY) 4 4x3 SQ. 3/16 I j U I I X 4 1/4 "x3" SQ. B WASHERS I I B WASHERS 21/4" I.D. SLEEVE E ® _ SLOPE TO DRAIN 8 3/16 2 SIDES = ❑ r B1 /. \ LOCATE 03 x36" LONG CMU WALL @ PER ARCH'L CMU WALL BEAM _ ® W /2- 1 /2 "�x16'I .9 EACH SIDE T 4 B PER PLAN iv JOIST PER PLAN PER PLAN CRICKET PER ARCH'L PER PLAN 3/16 '� ❑ A30'1 THRD'D OF SLEEVE ® INT FAC RODS B.N. W /LUS HANGER N - 7 OF CMU - - - - - -- ------- -- ----------------- - - - - -- - - - - - -- -- - - - - -- - 511 ® FASCIA RECESS 1/E ; 11/2" m PER PLAN 4 FILL W/ GROUT I TACK TYP • m z ----------------------------- Jill JOIST LOCATE 05 (V) LOCATE *5 (V) +a IN CELL, W /A.B. W /3" CLR EA SIDE PER PLAN BEAM PER PLAN ( INDICATES TIGHT FIT PLAN VIEW m CORNER PLAN VIEW m WALL TYP OF SLEEVE TYP I -+1/5 (H) FACE OF BEAM �4x PTDF LEDGER TO FACE Or- T5 TYP 3/16 N/3/4"O A.B. m 16" 2x PTDF LEDGER 3/16 /� J 1 R 11 11 O O W/-1/ "O A.B. 0 24" fit? 1/2 x3 x8 � O � � LOCATE lH) BAR � � � , W/2 -11/2 "O WELDED STUDS SHEARWALL SHEARWALL 12 VARIES VARIES SHEARWALL WALL ABV PER PLAN WHERE OCCURS PER PLAN WHERE OCCURS TYP SHEARWALL 51.4 E.N. PER PLAN g 14A REF WHERE OCCURS CRICKET PER ARCH'L PER PLAN SLOPE TO DRAIN °° WHERE OCCURS 16d PER SCHED 6 EXT. LOW ROOF LOCATIONS C6" O.G. MAX) � } >�ov t�i'r1'rt_ rlxh ti ;AnsH,a;� 16d PER SHEAR SCH� coNt�v E.N. BLKG Q CRICKET (6" O.C. MAX) 16d 6" B.N. - ----- - - - - -_ �� SLOPE PER ARCH'L keviewed by 2x, FPTDF PL ° a DIMENSION W /-1/811~' A.B. `�' H2A BLK TO BLK B•N• PR 2 7 2012 PER SHEARWALL Q TYP PER ARCH'L g•N• E.N. CONt FRAMING DIMENSION SCHED 132 "O.C. MAX) �,,�t Ti "n doesnotaathorl�eor PER ARCH'L 4 1/4 "x3" SQ. ° - -- ------ - - - - -- WHERE OCCURS tip �� ,3uu'si ©a rG1a iatiof,from GLB GONCiZETE ____ _______ tenbttt,[kul Cl it Ftnalapprovalis subject PER PLAN R WASHERS 4 a . : • - - -- -- __ f1/ 1/u lir,pau It e One sat of apptoa ,,I .0 WALL, W /R£INF 5 � ° n n he;aaan,:bi.ou *he�roteets,t[ at.!1' „ REF JOIST PER PLAN E.N. 2 -*5 (H) PEER SCHED E.N. Jim LINE Or- DIRECTION VARIES 513 a a I'1; LOW ROOF 2x BLKG 6 24" O.G. MAX CMU WALL �a BEYOND PER PLAN LOCATE (H) BEAM REINFORCING a CMU WALL 2x BLKG PER PLAN BEAM BEYOND PER PLAN 2x PTDF LDGR N /5/811O A.B. W/E.N. 6 24" O.C. 6 24" O.G. MAX e REVISIONS APPROVED DATE SUB - CONSULTANT FEssi (.� -, -SDA PROJECT NO. ARCHITECT u APPROVALS CITY OF ENCINIUTAS - PARKS & RECREATION DRAWING NO. w ' P No 3 4 Nc ACAD FIOLE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH IZ Stephen Dalton Architects, INC. ti TAYLOR * / Ex es 444 South Cedros .Studio 162 BY: BY: BY: H T K HKAp BY: - BY: IMPROVEMENTS S1.5 STRUCTURAL ENGINEERS J, 3/ /13 C Solana Beach. CA. 92075 ,11SS G l I Strssl.AM. pOD r CITY PROJECT NO: Pon„ GA 81001 -SSIS 9rF C 1L \EQ� t: 858.792.5906 / f: 856.792.5916 04120/2012 WALL AND ROOF DETAILS RAN. GTS-818Y . Fn (RY) BJLlY59 of cn� _ DATE: DATE: DATE: DATE; DATE: SHEET 77 OF WWW. HMS£C"N 04109/2012 100% CD 04/09/2012 100% CD t2' -0" VARIES t2' -0 MIN B•N, B.N. B.N. B.N. B.N. B.N. B.N. B.N. t 6 MAX CONT 2x4 t4' -0 MAX B.N. LUS HGR SLOp� m 24" O C B.N. 5.N. /ARC H L CONT. RAFTER PER PLAN L830 L530 MAX WEN LS30 LS30 B.N. LAP 2x4 l24" MIN) B.N. W.3 -16d EA END T L RAFTER HI EA. } 11 EA. PER PLAN _ RAFTER, A35 /SHEAR RAFTER, CONT 2x 2x BLK'G 0 48" O.G. LS30 2x4 4 EN 2x BLK'cs TYP SCHED TYP m 24" O.G. MAX W /EN E.S. OF HI a EA W /'LU' HGR EA END _ 0 48" O.C. EN (m SHEAR PLY EN A35 /8HEAR EN WALL 2x, TYP REF VARIES WAN ONLY) 11/4" PLY SHIM SCHED A35 /5HEAR BM W /Sdgl2" O.C., A35 /SHEAR VARIES (6 SHEAR PLY SCHED PER PLAN STAGGER SCHED ONLY) SHEARWALL (g 24" MAX g (m 24" MAX m PER PLAN NON SHEAR) SHEARWALL NON SHEAR) SHEARWALL SHEARWALL WHERE OCCURS PER PLAN PER PLAN PER PLAN WHERE OCCURS WHERE OCCURS cl WHERE OCCURS 9 A35 EA. SIDE B,N, EA. JOIST B.N. STAGGER 5 B.N. B.N. A35 �+ 24" O.C. N'L V /ARGN L /ARGN L MAX CONT. RAFTER SLOpE SLOpE 'O/BM /�'' g ALL r - OPE CANT. ENDS 1, �+ 10A NO LA FPE� JOIST PER PLAN EN BOT} I ST PLAN JOIST PER PLAN 10 10A RAFTER CONT RIM EN PER PLAN 5 E T. PL A35/SCHED A35/SCHED CONT. OR LAP 51.5 a REF ITEMS 6" PAST FACE REF NOT NOTED H2.5A TO EA. OF BM EA. WAY SHEARWALL SI- IEARWALL EN RAFTER a I�q PER PLAN PER PLAN H2.5A 70 E A. A. WHERE OCCURS WHERE OCCURS Irod a 6" O.G. MAX RAFTER � IO (n 6 INTERIOR e PER PLAN PER PL LOCATIONS GLB ce WHERE OCCURS l0A m EXTERIOR - LOCATIONS PER PLAN O O 12' -0" 12' -0 LINE OF WALL BEYOND (EI /2ux81 /2 x16R W/2 -11/2 R Ox311/2 R B.N. B.N. BN. B.N. SLOpE /ARGN L HILT[ 'HUS -EZ' EXT. GONG LINTEL FACE INT. FACE ABOVE L530 LS30 Q. EQ. i I I 75 COLUMN e. PER PLAN ° a r ° . a EQ EQ. a SOLID GROUT JOIST ` - a ' b FOR TIGHT FIT H1 EA. PER PLAN i 3/16 AS REQ'D RAFTER, -- __� CONT 2x -� ` 3/I6 I1/4n i ' I Sn 11 /4" TYP a 24" O.C. MAX -- - - - - -- - ---------------- -- fe112 nx81/2 nx21n STRAP P POST CONT 6x4 FLAT REF _ EQ EQ t5 COLUMN 1 /2 HILT( z'HUS I /EZ' PER PLAN PLAN BTWN GLBS I A35 /SHEAR PER PLAN 1 PER PLA SGHED Cg SHEAR PLY `� � � � I BE c1M 12" O.C. PER PLAN 2x INFILL ONLY) EA. EA. SIDE W /lbd a 6" 4 -16d ES BTWN LOUVERS 101 DOOR JAMB TS COLUMN ® GARAGE �� DOOR JAMB TS COLUMN ®GARAGE �� * LOCATE AT SIDE OF PLATES FOR 11/2 STRAPS ONLY OFFIC OFTHE STATE FIRE MARSHAL B.N. SLOT LOW ROOF PLY APP OVED FIRE AN PANIC ONLY E.N. BLKG FOR LTP4 0 16" O.C. IS Reviewed y _� 51.5 EA FACE 8" 2" C ° CON WALL �1FR 27 2012 a A,pj,f0Y[tj, 311311 fthisRh 4IOCS T]OC&UYIIOf12C LlT pl hil�,4),hTdev,ll,r,�fic) RAIL POST PER ARCH'L E.N. ° pyf)aaUi - d f end w e�G)ienoOR Fmnlappraial�sublaer � i , cct1)f Ohe sot of ,pErovcd pla.ia SLOPE ® aN a.,a d�t ©nthenrohc+ )is atslf - U TOP OF WALL Q I--- --------------------- ------- - - -- -- AWAY FROM RAIL POST X 3 JOIST j °a P TYPICAL MIN PER PLAN i i _ U- BLKG B 32" i ------------------- - - - - -- �`" _ LOCATE 03 x36" LONG (k E I EACH SIDE TOP E BOTT .N. 16d m 6" MAX. TS COLUMN I TS BEAM ® TS BEAM ° OF SLEEVE GLB PER PLAN PER PLAN - �" PER PLAN B.N. B.N. PER PLAN RAILING SLEEVE T t B " "x14" PER ARCH'L TACK TYP EQ. EQ. 1/11/2 x811/2 !- BEAM PER PLAN 14 2 2 BE AM REF Si.S HILTI HUB-EZ' W/03C CLR EA SIDE PLAN OF SLEEVE TYP 05L DBL OIST—/PER JOIST—/j JOIST \\'—BLKG PER PLAN e 32" �) DOOR HEAD TS BEAM ® GARAGE o DOOR HEAD TS BEAM ® GARAGE o TYP RAIL SLEEVE ® GARAGE 0 REVISIONS APPROVED DATE SUB- CONSULTANT HTKStephen TAYLOR FESS)o * Exp' s .. SDA PROJECT NO. ACRD FILE NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. Dalton Architects, INC. 444 South Cedros . Studio 182 PUBLIC WORKS BY: ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: FIRE BY; MOONLIGHT STATE BEACH IMPROVEMENTS S16 "TR U"TU R AL ERs '4="- s .sR. NNW fs)ETE--RR4."F- "(R>s)Rn -eew ,r9 c/1/ v�� Q TF Op CAL�FOQ' CITY PROJECT NO: _ Solana Beach. CA. 92075 t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: ROOF DETAILS ::j SHEET 7O OF 04/09/2012 100% CD 06 (V) + 8" 05 (H) ,9 12" 06 (V) s 8'l ►11 12" 1 REFER TO ARCHL- FOR DRAIN 4 WATERPROOFING 3/411 TYP 10" CONIC WALL 11/2 II WATERSTOP SLOPED TOPPING SLAB PER ARCH'L F--211 CLR L-3" CLR REINF PER PLAN TYPICAL I. TS T`I' PER PLAN TEMP RE INF PER PLAN _NATION REF 6� FLATWORK PER LANDSCAPE REF e FOR ITEMS NOT NOTED OR SHOWN O 11� TIES m 8" O.G. x LENGTH PER SCHED 3/4" CHAMFER TYP RAISED PAVERS 4 SLOPED LT. WT. TOPPIN PER ARCH'L COMPRESSIBLE MAT'L WATERSTOP 6 REINF- WALL BEYOND TYPICAL MAIN REINF - - - - - "" PER PLAN - -- _ - - -_ SLOPED TOPPING N /STD HOOK SLAB PER ARCH'L 11/2" TEMP REINF--/ s, PER PLAN CLR LINE � - OF BEAM BEYOND TROWEL SMOOTH - TOP OF WALL 4 APPLY 2 LAYERS 10 MIL VISQUEEN 03 TIES 9 24" O.C. 6 REMAINDER GARAGE ROOF PLAN SCALE: 1/411 =11 -011 REVISIONS APPROVED DATE _SUB-CONSULTANT HOROMTZ /U TAYLOR HTKI STRUCTURAL ENGINEERS 14RRa Dumlw. S . SRib Fm P R CA SRa9F- lg (ami) aJ awwi . FRM (&" 619-3333 RMW. NIRSECDR /No. SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach. GA. 92075 t: 858.792.5906 / f: 858.792.5916 6" -03 (H) B TOP OF WALL REF 20 RAIL SLEEVES tit 04 (V) a 18" O.C. s 6" WALL it 04 (H) 9 16" O.C. MAX. FLATWORK Q � PER LANDSCAPE y- 0 -- WHERE OCCURS N -- ; - 2 -05 (H) A TOP OF WALL F IS" - -- - - -- Z 2411 F "5912 "� in 1/ 11 lz CLR I I u COMPRESSIBLE MAT'L TYPICAL 03 TIES is 8" O.G.L4" x LENGTH PER SCHED' REF 10 TYP REFER TO ARCH'L FOR DRAIN 4 WATERPROOFING 05 (H) a 12" O.C. "6 (V) 0 8" O.C. —05 (H) CONT THROUGH BEAM POCKET TYP WATERPROOF a COLD JOINTS AS REQ'D STD HOOK 9 TOP 4 BOTT REINF TYP. BEAM LABEL 8" O.C. TIES LENGTH 81 10' -0" MIN 82 9' -0" MIN 83 T -0" MIN WALL 4 FOOTING CIVIL DWGS IRS PER LANDSCAPE r r N 2 I I I COLUMN BM ABV NOTE: DO NOT BACKFILL WALLS UNTIL 14 DAYS AFTER ROOF SLAB IS POURED 9 RJ51TEX 2' -0" MIN BEYOND RUBITEX WRAP (V) WALL DONE NARU51TEX OR EQUAL WATERSTOP e RE INF TYP TROWEL SMOOTH -- - -� TOP OF WALL 4 APPLY 2 LAYERS 10 MIL VISQUEEN 2 -05 EA FACE W /03 TIES a 9" REF(g) FOR ITEMS NOT NOTED OR SHC FIT 05 8 12" 30" 3 -05 W /STI 3 -05 W /STD HOOK is TYP STD HOOK x 3 WATERSTOP a RE INF TYP PLAN VIEW p REFC 11-- u z z W � U rQ IS 18" MIN 04 18" -- - - - - -- W /ARCH'L REF GARAGE FOUNDATION SCALE: 1/4 " =1' -0" APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: BY: =� BY:_ DATE: DATE: DATE: DATE: 04/20/2012 DATE: 11101? MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE PLAN AND DETAILS REF FOR ITEMS NOT NOTED OR SHOWN 05 (V) a 18" O.C. WRAP W/RUBITEX OR EQUAL 2 -05 (H) a TOP OF WALL 05 (V) 6 12" O.C. W /HOOK EACH END ALT BENDS PiL3CE PLATWORK BY OTHERS LOCATE *4 (H) ® TOP OF WALL z_ N v r iQ OFFICE OF THE, Sl:Att FIRL MARS /,. APPROVED F Al IC QNL\ iteviewedby _. APIA 2 7 2012 Approval of this plan dogs nnr auehgo+!izc,,i,r 2 }YIYTI�we Nny f'HiiC51(iil Oh �tS Vi(i f1f7i1 II�rTn] .p1 *u�abl 1 L,ESLFie�tiQ11� Ninal approval is sub o,,,, oP'elulospECtiup Or- set of approved plans '<�' u° 17a" t3ieontilsnr- olegt,rteatall?'m= ON DRAWING NO. S2.0 SHEET OF 04/09/2012 100% CD 11/ 'I CLR TYP 11j211 CLR 4 -05 Cv) ��\` 12" MIN TYP W /03 TIES a 9" O.C. - �� ALL SIDES LOC 6 BMS ABV TYP 4 -05 (V) A MAT SLAB: W/+'3 TIES 16" THICK 3000 PSI CONCRETE W/ REINF. a 9" O.C. AS NOTED ON PLAN - TYP. TOPPING SLAB: s 4-S `�•� 3000 PSI NORMAL WEIGHT CONCRETE p 3 /*33 TIES W/ SLOPE PER ARCHITECTURAL m A 9" O.G. W/ 8" MAX, 311 MINIMUM THICKNESS W/03 !a 12" O.C. MAX. EACH WAY I- x t2" FROM TOP OF SLAB TYP. / Q / 09s112110.C.T45 = a JUL- �N PONY NALL ri 3 14 / PER ARCH'L 13 0 TOP DDIL 09 1211 T 4 B i FOR (SI" O. . MAX BAR SPACING / BOTT 18 19 x 20' -0" IIN / - P WALL I. 1. 4 -05(V) 4- / lV) 1 m T COL I"1/"3 TIES g ell O.C. W TIES 111/ 2 " CLR 11/2 GLR 9' O.C. / O G SLAB TYP / / --- - - - - -- - - -- 6 3000 PSI CONIC WALLS I 4 -05 (V) "6 (v) EA CORNER 1.5 W /"6 B ell O.G. (V) W /03 TIES 6 REF ewe 4 05 a 1211 O.C. (H) - ID 9N O.C. P TYPICAL PONY WALL 341 -811 91 -411 441 -0" GARAGE FOUNDATION SCALE: 1/4 " =1' -0" APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: BY: =� BY:_ DATE: DATE: DATE: DATE: 04/20/2012 DATE: 11101? MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE PLAN AND DETAILS REF FOR ITEMS NOT NOTED OR SHOWN 05 (V) a 18" O.C. WRAP W/RUBITEX OR EQUAL 2 -05 (H) a TOP OF WALL 05 (V) 6 12" O.C. W /HOOK EACH END ALT BENDS PiL3CE PLATWORK BY OTHERS LOCATE *4 (H) ® TOP OF WALL z_ N v r iQ OFFICE OF THE, Sl:Att FIRL MARS /,. APPROVED F Al IC QNL\ iteviewedby _. APIA 2 7 2012 Approval of this plan dogs nnr auehgo+!izc,,i,r 2 }YIYTI�we Nny f'HiiC51(iil Oh �tS Vi(i f1f7i1 II�rTn] .p1 *u�abl 1 L,ESLFie�tiQ11� Ninal approval is sub o,,,, oP'elulospECtiup Or- set of approved plans '<�' u° 17a" t3ieontilsnr- olegt,rteatall?'m= ON DRAWING NO. S2.0 SHEET OF 04/09/2012 100% CD BM METAL DECK'G CONVENTIONAL FOUNDATION DRAWING NOTES: PER PLAN 1/2 "0 LAG SCREWS EA END TYP I. ALL FOOTING WIDTHS PER PLAN 014x11 /2 " LONG 2. FOR ADDITIONAL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. OVERHANG WOOD SCREWS WOOD SCREW BM PER ROOF FRAMING PLAN 3. FOR ALL SLAB SLOPES 4 FLOOR DRAINS, SEE ARGHL. DRAWINGS. PER ARCH'L 'S 12" O.C. MAX, THIS SHEET 4 PRIOR OILS CONTRACTOR RE QUESTING A BLDG, G OFFI ALOIN WRIT � INSPECTION THE METAL ROOF DECK 'G 1 TYP 1/2 11 THAT: 21/2 1�3/e x3 x3 /2 A. THE BLDCs PAD WA5 F1�PA�D IN ACCORDANCE WITH THE SOILS REPORT. MIN BM PER ROOF FRAMING PLAN - B. THE UTILITI TRENCHES HAVE BEEN PROPERLY BAGKFILLED r COMPACTEp. THIS SHEET — -- T84x4x3/16 C. THE FNP EXCAVATIONS,THE SOILS EXPANSIVE CHARACTERISTICS 4 BEARING 2 21/2" - ____ PER ARGHL - - - - - -^ - CAPACITY CONFORM TO THE SOILS REPORT. MIN ANGLE MIN ° - WHERE OCCURS © _ 5. INDICATES 8" BLOCK WALL GCOQS- SDS2.5 I 1/2 "� LAG SCREWS PER ARCH' 2" I 11 /2" \END fiE 1ja" 6, VERIFY SLAB /CURB REQUIREMENTS WITH ARGHL EA. END (TYP) ------ ____ -- - -- - 1. STEEL GATE POLES PER MANUF. SPECS. OR BENT W/BUtT WELD PLATE EQUIV. CCOQS j X PER PLAN SLOT END IF- i FOR KNIFE IE 1 TS COL TS4x4x3/16 /% - 8x6 TYP x 3 - CORRUGATED ROOF DECK _ - - -- PER PLAN - -- iE3 /e "x 3 "x FIT HERE OCCURS 1 1 /2° y /i 3/16" X 6x6 HS8 36 OR EQUIVALENT) REF I 3/a °0 M8 j ® �I° 4A 4 I - �'2, /O.GOMAX,OOD SCREWS OVERHANG 4A 4 TS COL PER ARCH L, 3/16 PER PLAN TYP x 2 i • S" CMU X REF 2 X x x _ SOLID GROUT — up -1L roxro OVERHANG X PER PLAN _ 8 ll GMU PER ARCH'L, TYP _ SOLID GROUT ^ (�js) 6x6 TS 5x5x1/411 COL- TYP x 6 PLACES _ SIM NOTE: VARY COL HT. EQ EQ X FROM SIDE TO SIDE FOR SLOPE a ROOF HUS -H ESR -1423 1/2 11 X-11/2 "x11 DECK W /GCOQ- 55D82.5 A36 2 (OR EQUIV. BENT 8" GMU ANCHOR BOLTS 3/16" tl" SOLID i I W/ 2- 3/4"x' A.B. PLATE) 1 /2114) x4 "LONG PER PLAN � TS PER PLAN GROUT MAX I" MIN 2-04 a T.O.W. ROOF FRAMING PLAN - DOUBLE TRASH ENCLOSURE = TYP SCALE: 1/4 "= 1'-011 L8x4x3 /a° V 0 ao EMBED TS PER PLAN z 04(H)x32" Q 24" O.G. E 11 /s " VERY. WALL EA FACE m TS COLUMN - 5 GATE PER ARGHL REINF LAP W/ 04 m WALL 4 0 PLAN X all GMU - - - SOLID GROUT �- ( I X OF CU LINE I 0 3116" GAP PL j TYP SEE Y I I ARCH'L EQ. EQ. _ 2 -05 JAMB BARS - 8" GMU ° — TYPICAL I I j PER PLAN 3/16" 1211 ti" SOLID 1 /s "x A36 fE W/ Z- / "m A.B.- - ® = GROUT MAX 4 - — ' TYP o GATE POST 6 3/16" I" MIN _ TS5x5x1 /4 (MIN) TS PER PLAN ® 8" EMBED 3 O.H. W/3' -0" SQ I r TS PER PLAN ' - A8v PAD FTG CURB ® I w 11/21 211 8" CMU 11 32" TS5x5x1 /4 (MIN) 4' -(d" EQUAL EQUAL 4' "0" SOLID GROUT #4(H)--]32" TYP. X2 PER ARCH L. ° I � — 2 - 3/16 EA FACE a TS COLUMN - - - - - - 1 PLAN Y m TOW 4 COURSE BLW VERT. WALL REINF FOUNDATION PLAN - DOUBLE TRASH ENCLOSURE SCALE: 1/4 " =1' -0" 11/ " 11 /2 " 2 -04 T.O.W., TYP 1 /2 "Ox4" LONG � HUS -H ESR -1423 6 "x8 "xl /2" THICK ANCHOR 80LTS x A36 PL �N BASE iE X 1 /20x12" SQ �^ N /1/2110 HEX HD PLAN VIEW - o F1554 GIR36 3/16" 1/2 11 r `Q U EQ. EQ. IN 8" GMU X SOLID GROUT 4 CURB 4 SLOPED SLA W/04 24" O.G. (V) w - PER ARCHL. W/04 -0 24" O.C. (H) X CTR ON FTG - 1 tl" SOLID GROUT FLATWORK 11/2 " CLR Z I REF PER LANDSCAPE TYP. F S" GMU - ---- - - - - -- --------- - - - - -- ............. ---------- �----- - - - - -- 4 t6" SOIL SOLID GROUT GATE COL PER FOUNDATION PLAN ---- ---- - - - - -- - -� ----- - - - - -- 5" MIN 155" A 1S„ I Ti-iIJ SI -IFFY z _ �FFICEOF THE STATE FIRE MARSHAL - - - - - - -- N/ WAY B G. - - - - -- " 1 z (A • APPROVED FIREP,ND PANII ONLY u /2 "x A36 PL _ �Q R @viewed by I - - - - - -- - - - -- J i i- -_ = Ir FTG 1/2 "Ox4" LONG 4 -05 EA WAY t 4 8 - - - PER PLAN -- - - - -- HUS -H ESR -1423 ° ° Z ANCHOR BOLTS I 1 ° 04 24" O.C. .. a4 a — - - - - -- 3" CLR MIN ° ° ° 1ppra -elofthj,plandmNnotautldori7eor ° d CURB 4 SLAB PER ARGHL 3' -0" SQUARE p� oezw ui Fsa Finn! Tprwai3esu jeer a lfl>poclfoni Ono set 0P Ip173wedpi::,:J a REF ar, ,tihih!E5 ,n the %JxcaTecf t>x' `it ;p 04 Q 15" O.G. 311 CLR a d a° a a° G FTG WIDTH ° PER PLAN (51 UO REVISIONS APPROVED DATE SUB- CONSULTANT QpoFESSI&4 SDA PROJECT NO. ARCHITECT APPROVALS �f CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH TAY" * N . A Stephen Dalton Architects, INC. - IMPROVEMENTS S3.0 H T K TAYLOR E res 444 South Cedros .Studio 182 BY: BY: $Y: BY: BY: IQ M 3 1 /13 Solana Beach . CA .92075 STRUCTURAL ENGINEERS s,. �P CITY PROJECT NO: 01 ej 3�Ge-"Suw F. (M) a�3-e""3 9Tf OF vCAUFOn� _ t: 858.792.5906 / f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: TRASH ENCLOSURE PLAN AND DETAILS I i SHEET SO OF RRR. MM"EWII 04/09/2012 100% CD REVISIONS APPROVED DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 482 $Y- Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04/20/2012 DATE: FIRE OF ENCINITAS - PARKS & RECREATI MOONLIGHT STATE BEACH IMPROVEMENTS MECHANICAL SYMBOLS & NOTES STATE FIRE MARSHAL RE N IC ONLY 27 2012 foes not authorize or or deviation from Final approval is subject e set of approved plans P nroiect ite at 01 DRAWING NO. SHEET a1 OF II 04/09/2012 100% CD MECHANICAL LEGENDS AND ABBREVIATIONS TITLE -24 NOTES GENERAL NOTES ABB. SYMBOL DESCRIPTION - -' - THERMOMETER AND WELL 1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARDS PER SECTION 118 E.E.S. 12. WITHIN THIRTY (30) DAYS OF AWARD OF THE CONTRACT, CONTRACTOR MUST SUBMIT SIX(6) OF SHOP CD ® CEILING DIFFUSER (4,3,2,1 -WAY) DRAWINGS (DETAILED LAYOUT COORDINATED WITH ALL OTHER TRADES, SERVICES AND REQUIREMENTS MADE IN THE p 2. DOOR AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS OF SECTION 116 E.E.S. FIELD WHICH REFLECTS THE ACTUAL SITE CONDITION) FOR REVIEW BY ENGINEER BEFORE COMMENCEMENT OF RR, RG, TG ® RETURN REGISTER TRANSFER GRILLE `y PRESSURE GAUGE ! WORK. CONTRACTOR MUST USE DIMENSIONED STRUCTURAL AND ARCHITECTURAL DRAWINGS. COORDINATE MATERIAL 3. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, 124 LISTS AND EQUIPMENT SPECIFICATION ITEMS PROPOSED FOR INSTALLATION. NO WORK SHALL BE INSTALLED NOR EG ® EXHAUST GRILLE PUMP TITLE 24 ENERGY STANDARDS AND TABLE 6 -6A AND 6 -6B OF C.M.C. MATERIAL ORDERED PRIOR TO REVIEW OF SHOP DRAWINGS, SUBMITTAL PACKAGE AND RECEIPT OF WRITTEN APPROVAL FROM THE ARCHITECT. 4. INSULATION SHALL MEET THE CALIFORNIA ENERGY COMMISSION REQUIREMENTS OF SECTION 2.5312 SSD -- - -- FLEXIBLE PIPE CONNECTION 13. IT IS CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE THE AVAILABLE VOLTAGE PRIOR TO BID AND PURCHASING SUPPLY AIR SIDE WALL DIFFUSER 5. CERTIFICATE OF ACCEPTANCE (MECH -I -A) AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE THE EQUIPMENT. IF THE VOLTAGE NOTED ON THE PLANS IS NOT AVAILABLE AT SITE. IT IS THE CONTRACTOR'S - RS -- -- REFRIGERANT SUCTION LINE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE RESPONSIBILITY TO PAY ALL THE EXPENSES REQUIRED TO PROVIDE TRANSFORMERS TO OPERATE THE SYSTEM AT SRD RETURN AIR SIDE WALL DIFFUSER REVIEWED AND APPROVED. NO COST TO OWNER OR CONSULTANT. (SINGLE LINE) AIR DUCT RL REFRIGERANT LIQUID LINE 6. ROUTING AND TERMINATION OF FLUE FOR HEATING UNIT(S) SHALL COMPLY WITH CH. 8 CMC 2010. 14. ANY REQUEST FOR CHANGE(S), SUBSTITUTIONS) OR ALTERATION(S) OF ANY KIND TO THE EQUIPMENT, COMPONENT, SPECIFICATION, AND DEVIATION FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON THESE S E I S M I C R E S T R A IN T DR RETURN AIR DUCT UP CWS CONDENSER WATER SUPPLY COMPARISON HLISTING PERTINENTFIEA URESCOFMBOTH FIRST ENAME OAND UPROPOSED MATERIALS OFAHORSEFPOWER, DR SUPPLY AIR DUCT UP CWR CONDENSER WATER RETURN VOLTAGE, PHASE SERVICE FACTOR AND NOISE LEVEL. REVIEW OF PROPOSED SUBSTITUTION WILL NOT BE MADE UNTIL RECEIPT OF SATISFACTORY COMPARISON TABULATION IS SUBMITTED. SPECIFIED PRODUCTS OF EQUIPMENT DESIGN CRITERIA MEAN THOSE NAMED ON THE EQUIPMENT SCHEDULES OF FIRST LISTED HEREIN. ALL OTHER MANUFACTURERS OR (� EXHAUST AIR DUCT UP � - VENT OR ATMOSPHERIC RELIEF 1. ALL SEISMIC BRACING OF NON- STRUCTURAL ELEMENTS TO COMPLY WITH ASCE 7 -05 CHAPTER 13. LISTED IN THE SPECIFICATIONS ARE CONSIDERED SUBSTITUTIONS AND MUST MEET THE REQUIREMENT OF THIS SECTION.). CHWS - CHILLED WATER SUPPLY - �+ ` DR RETURN AIR DUCT DOWN 15. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS FOR SUBMITTAL TO THE CHWR CHILLED WATER RETURN P L A N C H E C K N O T E S ENGINEER FOR REVIEW. IN ANY CASE, CONTRACTOR SHALL PROVIDE AMPLE AMOUNT OF TIME AND ACCESSIBILITY x OR SUPPLY AIR DUCT DOWN - - - -- TO ALL INSTALLATION FOR ENGINEERS TO OBSERVE AND COMPARE THE ACTUAL INSTALLATION AND SUBMITTED 1. UNLESS SPECIFIED ON STRUCTURAL DRAWINGS, ANY ALTERATIONS OR MODIFICATIONS TO A STRUCTURAL ELEMENT BY CUTTING, DRILLING, BORING, BRACING, WELDING ETC. SHALL HAVE WRITTEN APPROVAL BY STRUCTURAL ENGINEER OF HWS HOT WATER SUPPLY AS- BUILTS. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT RECORD DRAWINGS AFTER ENGINEER HAS REVIEWED. CONTRACTOR SHALL FURNISH FOUR (4) COPIES IN HARD COVER THREE RING BINDERS COMPLETE OR 0 EXHAUST AIR DUCT DOWN I HWR HOT WATER RETURN RECORD AND DSA PRIOR TO START OF WORK. MANUFACTURER INSTRUCTION, MAINTENANCE AND PARTS LISTS ON ALL EQUIPMENT INCLUDING CONTROLS TO OWNER OR HIS AGENT. OR I ELBOWS WITH TURNING VANES �® EXPANSION LOOP 2. AIR FILTERS SHALL BE A STATE FIRE MARSHALL APPROVED AND LISTED TYPE. PREFORMED FILTERS HAVING �- COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER, AS SHOWN ON THE STATE FIRE MARSHAL AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR ( LISTING). 16. ALL SYSTEMS SHALL BE TESTED AND TROUBLE -FREE BEFORE OCCUPANCY. IN ANY CASE, THE ARCHITECT/ ENGINEER SHALL BE INFORMED OF ANY AND ALL EVENTS, IF NEEDED. OR TEE DUCT WITH TURNING VANES . - hI GATE VALVE REPLACEMENT. - - - - 17. SYMBOLS AND ABBREVIATIONS ARE SHOWN FOR REFERENCE; NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE OR - DUCT WITH ACOUSTICAL LINING 3. INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS SHALL HAVE A FLAME- SPREAD RATING OF NOT MORE THAN USED. OR D� DUCT DROP v - GLOBE VALVE 25 AND A SMOKE- DENSITY RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE ASSEMBLY INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES AS NORMALLY APPLIED (SEC. 605.O,CMC). 18. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION i "1'" TYPE STRAINER SAFELY. R OR -- DUCT RISE 4. TEMPERATURE THERMOSTAT: TEMPERATURE RANGE 55 F' TO 85 F' SEQUENCE HEATING AND COOLING, ADJUSTABLE TO - w SOLENOID VALVE 1OF BETWEEN HEATING AND COOLING, CAPABILITY TO TERMINATE ALL HEATING AT NO MORE THAN 70 F' AND TERMINATE 19. FOR BUILDING LOCATIONS, FINISH FLOOR, AND GRADE ELEVATIONS, SEE ARCHITECTURAL AND CIVIL DRAWINGS. ALL COOLING AT NOT LESS THAN 78 F'. ! OR TRANSITION SQUARE TO ROUND ��- - 20. CONTRACTOR'S BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITY SERVICES, ALTERATION, DEMOLITION TRANSITION SQUARE TO SQUARE / BALANCING OR PRESSURE GAUGE COCK GREEN BUILDING STANDARD NOTES AND EXTENSION WORK, PLANCHECK FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE OR ( /INSPECTION ROUND TO ROUND FLOW MEASURING DEVICE INCLUDED IN THE BID. THE CONTINGENCY COST SHALL NOT BE LESS THAN 20% OF OVERALL BID. CONTRACTOR 1. INSTALLATION OF HVAC, REFRIGERATION AND FIRE SUPPRESSION SYSTEMS WILL NOT CONTAIN CFC'S ON HALONS I III OR FLEXIBLE DUCT MOTORIZED SHALL IDENTIFY THE CONTINGENCY AMOUNT IN THE BID DOCUMENT. ELECTRIC VALVE PER CGC 5.508.1. OR FLEXIBLE CONNECTION T OPERATOR 21, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND THE ELECTRICAL LIGHTING LAYOUT. 2. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.404.4.1, A/C AFF AIR CONDITIONING ABOVE FINISHED FLOOR LD LOB LINEAR DIFFUSER LEAVING DB TEMPERATURE 504.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD 22. BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY OR RADIUS ELBOW AFS AUTOMATIC FIRE SPRINKLER PRODUCTS. CGC 5.404.4. � FAMILIAR WITH ACTUAL EXISTING CONDITIONS, THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND AHU AIR HANDLING UNIT LPS LVG LOW- PRESSURE STEAM LEAVING 3. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE SAD ® SUPPLY AIR RISE / DROP OR SECTION AMB AMBIENT COVERED. CGC 5.504.3 DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE LWB LEAVING WB TEMPERATURE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTORS FAILURE TO AP ACCESS PANEL LWT LEAVING WATER TEMPERATURE ALLOW IN COST ESTIMATE FOR CONDITIONS WHICH MAY EXIST. RAD ® RETURN AIR RISE /DROP OR SECTION ARCH ARCHITECTURAL GENERAL NOTES AT AIR TERMINAL MAX MANUAL AIR VENT 23. IT IS THE RESPONSIBILITY OF THE CONTRACTING AGENT TO VERIFY THE CONTRACTOR WHO IS SELECTED TO BOO BACK DRAFT DAMPER MAX MAXIMUM PERFORM THIS WORK IS FULLY CAPABLE OF EXECUTING THIS PROJECT IN A PROFICIENT MANNER AND HAS ZD ZONE DAMPER MB MIXING BOX 1. BIDDING AND CONSTRUCTION SHALL BE BASED ON APPROVED PLANS BY STATE, COUNTY, AND CITY OFFICIALS HAVING DEMONSTRATED HIS EXPERTISE ON SIMILAR PROJECTS (MUNICIPALITY) DURING THE PAST TEN YEARS. BHP BRAKE HORSEPOWER MBH THOUSAND BU PER HOUR JURISDICTION, AND APPROVAL OF DESIGNATED FIELD INSPECTOR BEFORE SUBMITTING A BID. OTHERWISE THE , CONTRACTOR MUST PROVIDE THE LIST OF PROJECTS, NAME AND CONTACT INFORMATION FOR VERIFICATION TO BD m BYPASS DAMPER BTU BRITISH THERMAL UNIT MIN MINIMUM CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISCREPANCIES OR RECONSTRUCTION, INCLUDING THE COST OF SUCH. IT ; OWNER'S REPRESENTATIVE WITH HIS BID DOCUMENTS. BTUH BU PER HOUR MPS MEDIUM PRESSURE STEAM IS ALSO A PREREQUISITE. IT IS A PREREQUISITE OF THIS PROJECT THAT ALL RESPONSIVE BIDDERS WILL VISIT SITE Ca SEISMIC COEFFICIENT MVD MANUAL VOLUME DAMPER PRIOR TO BIDDING THIS JOB AND FAMILIARIZE THEMSELVES WITH ACTUAL JOB SITE CONDITIONS. SUBMITTAL OF BID 24. INDEMNIFICATION: BY USING THESE DRAWINGS, CONTRACTOR SHALL PROTECT, DEFEND, INDEMNIFY, AND SAVE FD FIRE DAMPER CC COOLING COIL SHALL INDICATE THE CONTRACTOR HAS EXAMINED THE SITE AND DRAWINGS AND HAS INCLUDED THIS, AS REQUIRED IN HARMLESS CONSULTANT AND ITS PARTNERS, SUCCESSORS AND ASSIGNS, AND THEIR RESPECTIVE OFFICERS, -% CD CEILING DIFFUSER MZ -AHU MULTIZONE AIR HANDLING UNITS HIS BID. NO ALLOWANCE SHALL BE MADE FOR ANY ERROR RESULTING FROM CONTRACTOR'S FAILURE TO VISIT THE JOB MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, SFD COMBINATION /SMOKE FIRE DAMPER CFM CUBIC FEET PER MINUTE NC NORMALLY CLOSED SITE AND TO REVIEW DRAWINGS. BID SHALL INCLUDE COSTS FOR ALL AT NO COST TO OWNER. DAMAGES, LIABILITIES, LOSSES, COSTS, AND EXPENSES, INCLUDING (BUT NOT LIMITED TO) ATTORNEYS' FEES AND -r CHWR CHILLED WATER RETURN NIC NOT IN CONTRACT 2a. IT IS THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER ITEMS REQUIRED TO MAKE COMPLETE AND COURT COSTS (COLLECTIVELY "CLAIMS "), CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE OF OR FAILURE TO NO NORMALLY OPEN PERFORM ITS OBLIGATIONS HERE UNDER, EXCEPT TO THE EXTENT THAT ANY SUCH MATTER ARISES OUT OF THE MVD MANUAL VOLUME DAMPER CHWS CHILLED WATER SUPPLY NO. NUMBER OPERATIVE SYSTEM(S). IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL LABOR, EQUIPMENT, PERMITS, GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF CONTRACTOR, ITS PARTNERS, IF ANY, OR THEIR SUCCESSORS CLG CEILING LICENSES, SERVICES, ETC., REQUIRED TO ACCOMPLISH THESE RESULTS. ANYTHING WHICH MAY BE CONSTRUED AS A OR ASSIGNS OR THEIR OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR AGENTS. UC -UCH DOOR UNDERCUT BY CONTRACTOR COMP COMPRESSOR NTS NOT TO SCALE NECESSARY PART OF THE INSTALLATION SHALL BE INCLUDED, EVEN IF IT IS NOT SPECIFICALLY SHOWN OR MENTIONED. COND CONDENSATE OBD OPPOSED BLADE DAMPER CONTRACTOR SHALL PROVIDE HIS BID ONLY FROM FINAL APPROVED DRAWINGS ACCEPTED BY ALL APPROVED 25. FOR PIPING RUNNING THROUGH AND PARALLEL TO FOOTINGS, SEE STRUCTURAL DRAWINGS. ON OUTSIDE AIR INTAKE DEPARTMENTS HAVING JURISDICTION ON THE PROJECT. UC -DLL DOOR LOUVER BY CONTRACTOR CONN CONNECTION OD OUT SIDE DIAMETER 26. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF UTILITIES, AT POINTS OF CONNECTION, PRIOR TO START CONT CONTINUATION OSA OUTSIDE AIR 3. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF TRENCHING. CD -CD- CONDENSATE DRAIN PIPE BY CONTRACTOR COP COEFFICIENT OF PERFORMANCE OF UTILITIES, DUCT WORK, PIPING, AND OBSTACLES AND SHALL IMMEDIATELY NOTIFY OWNER /BUILDER OF ANY CU CONDENSING UNIT PD PRESSURE DROP DISCREPANCIES WITH CONTRACT DOCUMENTS. HOWEVER, THE COST OF ANY UNSEEN EXPLORATION SHALL BE INCLUDED 27. THE CONTRACTOR SHALL PROVIDE THE STORM DRAIN SYSTEM TO A POINT OF CONNECTION 5' -0" OUTSIDE POC POINT OF CONNECTION CV CHECK VALVE pF PERFORATED (FACE) IN THE BID. OF BUILDING AND SHALL MEET THE INVERT ELEVATION SHOWN ON THE (ARCHITECTURAL, CIVIL) DRAWINGS. PIPING CWR CONDENSER WATER RETURN PRV PRESSURE REDUCING VALVE 4a. IF THERE ARE DISCREPANCIES BETWEEN NOTES, SPECIFICATIONS, DRAWINGS, AND SITE CONDITIONS, CONTRACTOR BEYOND THIS POINT IS SPECIFIED UNDER ANOTHER SECTION OF THE SPECIFICATION AND SHALL BE AS SHOWN POR ® POINT OF REMOVAL CWS CONDENSER WATER SUPPLY PS PRESSURE SWITCH SHALL NOTIFY ENGINEER /ARCHITECT BEFORE SUBMITTING A BID. ON THE (ARCHITECTURAL, CIVIL) DRAWINGS. PSI POUNDS PER SQUARE INCH HP -1 BULB PTR PRESSURE - TEMPERATURE RELIEF VALVE 28. ALL CUTTING OF EXISTING PAVING, WALKS AND /OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES THERMOSTAT F0 THERMOSTAT (NUMBER INDICATES EQUIPMENT OR ZONE SERVED) DFF DFF ER R RISE 4b. BEFORE SUBMITTING A BID ALL CLARIFICATIONS TO THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED BY FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. DL DOOR LOUVER CONTRACTOR IN WRITING THROUGH OWNER'S REPRESENTATIVE. AFTER ALL CLARIFICATIONS HAVE BEEN PROVIDED IT IS HUMIDISTAT HS HUMIDISTAT DR DRAIN RLA RATED LOAD (AMPERAGE) THE BINDING RESPONSIBILITY OF THE CONTRACTOR TO EXECUTE THIS WORK AND DELIVER A COMPLETE AND OPERATING 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE E (NAME) EXISTING PIPE RA RETURN AIR SYSTEM AT NO ADDITIONAL COST. IF NO CLARIFICATIONS ARE REQUESTED, THE CONTRACTOR IS REQUIRED TO PROVIDE A EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS. MC MC MASTER CONTROLLER RAR RETURN AIR REGISTER COMPLETE OPERATING SYSTEM AT THE CONTRACTED PRICE. ESP EXTERNAL STATIC PRESSURE RE REFRIGERANT LIQUID LINE 30. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS BT BT BY -PASS TIMER EA EXHAUST AIR RPM REVOLUTIONS PER MINUTE 5a. CONTRACTOR SHALL COMPLY WITH ANY CONTRACT DOCUMENTS IN LAYING OUT THE WORK AND EQUIPMENT AND SHORT AS POSSIBLE, THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTICE OF SUCH EAR EXHAUST AIR REGISTER SHALL BE FAMILIAR WITH ARCHITECTURAL, MECHANICAL, PLUMBING, STRUCTURAL, CIVIL, LANDSCAPE FIRE SPRINKLERS, RS REFRIGERANT SUCTION LINE ELECTRICAL DRAWINGS AND SPECIFICATIONS THAT HAVE BEEN PREPARED FOR THIS PROJECT AND ACCEPT SUCH INTERRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S SW SW SWITCH EAT ENTERING AIR TEMPERATURE RTU ROOFTOP UNIT CONDITIONS AND MAKE ALLOWANCE FOR THEM IN PREPARING THE BID. CONTRACTOR SHALL COORDINATE ALL WORK OF REPRESENTATIVE. EER ENERGY EFFICIENCY RATIO RV RELIEF VALVE THIS SECTION WITH OTHER TRADES AND JOB SITE CONDITIONS BEFORE SUBMITTING A BID. ZC /BC ZC�BC ZONE, BYPASS CONTROLLER EF EXHAUST FAN 31. ALL SHUTOFF VALVES, OUTSIDE THE BUILDINGS, SHALL BE IN CONCRETE YARD BOXES WITH THE NAME OF EWT ENTERING WATER TEMPERATURE SA SUPPLY AIR 5b. BEFORE ANY DEMOLITION WORK COMMENCES, THE CONTRACTOR MUST CONDUCT A COORDINATED MEETING AMONG THE SERVICE CONSPICUOUSLY CAST IN THE COVER. SD SD SMOKE DETECTOR EXH EXHAUST SAD SUPPLY AIR DIFFUSER ALL AFFECTED TRADES TO ENSURE THE REMAINING EXISTING IS NOT ADVERSELY IMPACTED BY ANY DEMOLITION THAT I SAR SUPPLY AIR REGISTER OCCURS. THE CONTRACTOR MUST PROVIDE NECESSARY SUPERVISION TO ENSURE THAT ALL REMAINING INSTALLED WORK 32. SALEHI ENGINEERING, INC. WILL NOT RELEASE AUTO CAD FILES. SALEHI ENGINEERING, INC CAN ONLY RELEASE CO 0 DEGREES FAHRENHEIT SO SMOKE DAMPER IS IN GOOD CONDITION. PDF FILES. IF THE CONTRACTOR DOES NOT HAVE SOFTWARE NECESSARY TO OPEN PDF FILES, SALEHI CO CO DETECTOR F &BP FACE AND BYPASS DAMPERS SEER SEASONAL ENERGY - EFFICIENCY RATIO ENGINEERING, INC WILL SEND THE FILES TO THE CONTRACTOR'S PREFERRED REPROGRAPHICS COMPANY. F &T FLOAT AND THERMOSTATIC TRAPS SENS SENSIBLE 6. THE TOTAL INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING EF CEILING MOUNTED EXHAUST FAN FLA FULL LOAD AMPERAGE JURISDICTION INCLUDING THE LOCAL CITY CODES, STATE CODES AND STATE FIRE MARSHALL AND NFPA PAMPHLET 90 SF SUPPLY FAN (LATEST ENFORCED EDITION). IN CASE OF CONFLICT WITH CODES, DRAWINGS AND /OR SPECIFICATIONS, THE MOST B❑ BACKDRAFT DAMPER FA FAU FREE AREA FORCED AIR UNIT SHR SENSIBLE HEAT RATIO STRINGENT SHALL PREVAIL iF NOT RESOLVED, NOTIFY ENGINEER /ARCHITECT OF THE CONFLICT BEFORE SUBMITTING A I APPLICABLE CODES SMACNA SHEET METAL & AC NATIONAL ASSOCIATION BID. EQUIPMENT FC FAN COIL SOV SHUT OFF VALVE 1- THE CONSTRUCTION OF THESE PROJECT SHALL CONFIRM TO THE REQUIREMENT: TAG e EQUIPMENT NUMBER FD FIRE DAMPER SP STATIC PRESSURE 7. THE IMPACT OF THE DUCT OR PIPE PENETRATIONS AND THE WEIGHT OF THE MECHANICAL OR PLUMBING EQUIPMENT FF FINISHED FLOOR SPEC SPECIFICATION ON THE BUILDING STRUCTURE SHALL BE VERIFIED BY A REGISTERED STRUCTURAL ENGINEER AND /OR THE ARCHITECT DETAIL NUMBER FLR FLOOR PRIOR TO BID AND COMMENCING THE WORK. THESE PLANS DO NOT REFLECT ANY STRUCTURAL CONSIDERATION OF ANY A) THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2009 INTERNATIONAL BUILDING CODE DETAIL SHEET # WHERE DETAIL IS DRAWN FPM FEET PER MINUTE SQ. FT. SQUARE FOOT KIND. (IBC) AND THE 2010 CALIFORNIA AMENDMENTS. BUBBLE SHEET(S) #WHERE DETAIL IS REFERENCED FS FLOW SWITCH ST SOUND TRAP B) THE 2010 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADOPTS THE 2008 NATIONAL ELECTRICAL CODE (NEC) STIR STRAINER 8. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC DEPICTING FUNCTION AND INTENT. NOT ALL ITEMS OR OBSTACLES AND THE 2010 CALIFORNIA AMENDMENTS. FT FEET TCV AUTOMATIC TEMPERATURE CONTROL VALVE MAY BE SHOWN. `IT-SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE OFFSETS IN DUCTWORK, PIPING, C) THE 2010 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS THE 2009 UNIFORM MECHANICAL CODE PIPING BRANCH GA GAUGE TO TRANSFER DUCT AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM TO STRUCTURAL AND ARCHITECTURAL (UMC) AND THE 2010 CALIFORNIA AMENDMENTS. GAL GALLON REQUIREMENTS AND TO AVOID OBSTRUCTIONS. CHANGES TO ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER � PIPE DROP GALV GALVANIZED TEMP TEMPERATURE WORK, IN ORDER TO MEET ARCHITECTURAL AND STRUCTURAL CONDITIONS, THE NECESSARY COMPONENTS SHALL BE D) THE 2010 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 2009 UNIFORM PLUMBING CODE (UPC) TG TRANSFER GRILLE INSTALLED TO PROVIDE A COMPLETE, SAFE, AND OPERABLE SYSTEM AS INTENDED BY THESE DRAWINGS AND SHALL BE AND THE 2010 CALIFORNIA AMENDMENTS. -0 PIPE RISE GLV GLOBE VALVE \ , � _ MADE WITHOUT COST TO OWNER. E THE 2010 CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2009 INTERNATIONAL FIRE CODE (IFC) AND THE 2010 GPM GALLONS PER MINUTE TYP TYPICAL CALIFORNIA AMENDMENTS. --CIF UNION GV GATE VALVE UC UNDERCUT (DOOR) 9. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE GUIDELINES, CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS, F) THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. OFFICEOFTH IV HC HEATING COIL UH UNIT HEATER MATERIALS AND MUST INSTALL PER LOCAL CODE REQUIREMENTS AND MANUFACTURER'S LATEST PUBLISHED G) THE 2010 CALIFORNIA BUILDING STANDARDS CODES. TITLE 24 PART II. APPROVED CONCENTRIC REDUCER HEPA -AF HIGH EFFICIENCY PARTICULATE AIR FILTERS UL UNDERWRITERS LABORATORY INSTRUCTIONS. Reviewed by HP H PUMP UN UNION 2- THE LATEST EDITION OF SMACNA, ASHRAE, CEC, NFPA 70A ECCENTRIC REDUCER, FLAT TOP HPS HIGH PRESSURE STEAM UTR UP THRU ROOF 10. THESE DRAWINGS ARE A GENERAL GUIDELINE FOR SCOPE OF WORK. SALEHI ENGINEERING, INC., BY ALL MEANS, HVAC HEATING, VENTILATING AND AIR - CONDITIONING UV UNIT VENTILATOR SHALL NOT TAKE ANY RESPONSIBILITY FOR DECISIONS, PERFORMANCE OF WORK, MISCONDUCT, OR CODE VIOLATION AP �� -- FLANGED CONNECTION CAUSED BY OWNER(S), ARCHITECT, CONTRACTORS, EQUIPMENT SUPPLIERS, EQUIPMENT MANUFACTURERS, AND THEIR SHEET INDEX n HW HOT WATER V VENT OR ATMOSPHERIC RELIEF SUCCESSORS AND ASSIGNEES, AND THEIR RESPECTIVE OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, OR DEAD END, WELDED CAP HWR HOT WATER RETURN VAC VACUUM AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LIABILITIES, LOSSES, COSTS, AND EXPENSES. Approval of this plan HWS HOT WATER SUPPLY VAV VARIABLE AIR VOLUME approve any omission SHEET # DESCRIPTION SHEET # DESCRIPTION appuca eregulation CHECK VALVE, SWING OR LIFT VD VOLUME DAMPER 11. THESE DRAWINGS ARE PREPARED BASED ON SCOPE OF WORK, LEVEL OR QUALITY FOR EQUIPMENT AND MATERIAL ID PS INSIDE DIAMETER IRON PIPE SIZE W/0 WITHOUT APPROVED BY THE OWNER. THE OWNER SHALL OBTAIN AND NEGOTIATE WARRANTY /GUARANTEE, AND DESIRED LIFE M1 -0.1 MECHANICAL SYMBOLS AND NOTES M1 -1.1 hz ?h availableont FLOOR PLAN - MECHANICAL PRESSURE REDUCING VALVE KILOWATT WEI WET BULB EXPECTATION FROM HIS/HER PREFERRED MANUFACTURER AND INSTALLERS. CONTRACTOR SHALL NOTIFY THE ENGINEER / - - - -- M1 -0.2 MECHANICAL SCHEDULES AND CALCULATIONS M2 -1.2 - -_ GARAGE PLAN - MECHANICAL ---- KW FOR ANY DEFICIENCY, DISCREPANCY, AND CODE ISSUES BEFORE SUBMITTING A BID AND REQUEST FOR LRA LOCKED ROTOR (AMPERAGE) WBT WET -BULB TEMPERATURE INFORMATION /MODIFICATION DURING CONSTRUCTION, IF ANY. SALEHI ENGINEERING; INC., ASSUMES NO RESPONSIBILITY OF M1 -0.3 TITLE 24 CALCULATIONS M1 -2.0 MECHANICAL DETAILS RELIEF VALVE LAT LEAVING AIR TEMPERATURE ANY NATURE AFTER BUILDING HAS BEEN INSPECTED BY FIELD INSPECTOR AND OCCUPANCY HAS BEEN AWARDED., REVISIONS APPROVED DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 482 $Y- Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: DATE: DATE: 04/20/2012 DATE: FIRE OF ENCINITAS - PARKS & RECREATI MOONLIGHT STATE BEACH IMPROVEMENTS MECHANICAL SYMBOLS & NOTES STATE FIRE MARSHAL RE N IC ONLY 27 2012 foes not authorize or or deviation from Final approval is subject e set of approved plans P nroiect ite at 01 DRAWING NO. SHEET a1 OF II 04/09/2012 100% CD MAXIMUM SIDE OF RECTANGULAR DUCT — 24" 36" 48" DUCT SUPPORTS VERTICAL DUCT MAXIMUM METAL STRAP OR ANGLE BRACKET DIAMETER OF ROUND DUCTS 1" x Xe" (STRAP)1 10" 1" x 1" x All ANGLEI 20" 1I x Uy" x Y8" ANGLEI 40" 60" 1 1X1" x 1X1" x V' ANGLE' 1 60" MANUAL VOLUME DAMPER DIAGRAM A "1STEEL x 2" OVER 60" 2" x 2" x X" ANGLE' OVER 60" I 94e "1 STEEL x 2" i HORIZONTAL DUCT MAXIMUM SIDE MAXIMUM OF METAL STRAP OR ANGLE BRACKET DIAMETER OF STRAPS RECTANGULAR DUCT ROUND DUCTS SAME GAUGE AS GALVANIZED STEEL DUCT, 18" 1" x 18 GAUGE 2 10 1" WIDE OR (NO. 18 GAGE GALVANIZED STEEL WIRE) ON 10' CENTERS. SAME GAUGE AS GALVANIZED STEEL DUCT; 2 1" WIDE OR (NO. 8 GAGE GALVANIZED 30" 1" x 18 GAUGE 20" SUB –MAIN SUPPORT SPACI!N MODEL STEEL WIRE) TIED TO 1 GALVANIZED 12" AND UNDER MAIN OUTSIDE 2 2"x22 GA. STRAPS 0 STEEL BAND AROUND ON 10" CENTERS. AIR DUCT STRAPS x )b" 2 (2) 2 "08 GA. 40" SAME GAUGE AS GALVANIZED STEEL DUCT, 8 FT. 7 L HVAC UNIT — – 22 GA. 0.047" (NO. 18 GAUGE) 142" WIDE ON 6" CENTERS. — — GALVANIZED STEEL 2" 40" AND OVER 60" SAME GAUGE AS GALVANIZED STEEL DUCT, WIDE AIN RETURN AIR DUCT 8 FT. SUPPLY OR MAKE UP AIR DIFFUSER — 0.058" (NO. 18 GAUGE) 80" 1" x X.2 GALVANIZED STEEL 2" SAME GAUGE AS GALVANIZED STEEL DUCT, GN -340 130 WIDE LOCATION OF EACH MVID 2.3 RETURN OR EXHAUST BRANCH REGISTER )6' 9TEEL x 1X2" A "1STEEL x 2" OVER 60" 2" x 2" x X" ANGLE' OVER 60" I 94e "1 STEEL x 2" i HORIZONTAL DUCT MAXIMUM SIDE MAXIMUM OF METAL STRAP OR ANGLE BRACKET DIAMETER OF STRAPS RECTANGULAR DUCT ROUND DUCTS SAME GAUGE AS GALVANIZED STEEL DUCT, 18" 1" x 18 GAUGE 2 10 1" WIDE OR (NO. 18 GAGE GALVANIZED STEEL WIRE) ON 10' CENTERS. SAME GAUGE AS GALVANIZED STEEL DUCT; 2 1" WIDE OR (NO. 8 GAGE GALVANIZED 30" 1" x 18 GAUGE 20" 1. SPACED VERTICALLY NOT MORE TAHN 12' ON CENTERS. 2. SPACED HORIZONTALLY NOT MORE THAN 10' ON CENTERS. 3. SPACED NOT MORE THAN 8' ON CENTERS. DUCT SIZE GAUGE SUPPORT SPACI!N MODEL STEEL WIRE) TIED TO 1 GALVANIZED 12" AND UNDER 26 GA. 2 2"x22 GA. STRAPS 0 STEEL BAND AROUND ON 10" CENTERS. 48" 1" x )b" 2 (2) 2 "08 GA. 40" SAME GAUGE AS GALVANIZED STEEL DUCT, 8 FT. MAN 31" TO 40" 22 GA. (2) 2 "x18 GA: 142" WIDE ON 6" CENTERS. 60" 1" x V, 2 40" AND OVER 60" SAME GAUGE AS GALVANIZED STEEL DUCT, TRAPS 0 8 FT. MA RECTANGULAR DUCT. 1–X1" WIDE ON 6' CENTERS. 80" 1" x X.2 OVER 60" SAME GAUGE AS GALVANIZED STEEL DUCT, GN -340 130 0.3 1570 2.3 14" WIDE ON 4' CENTERS. 1 HORIZONTAL DUCTS _ METAL STRAP OR ANGLE BRACKET FAMIILYESTALL MAXIMUM DIAMETER OF HORIZONTAL SUPPORT INSTALLATION 0.3 BLADE ROUND DUCT OR SIDE OF ANGLES RETURN IN HARD HANGER RECTANGULAR DUCT ❑1 �2 3��4 CONCESSION'S S B CFM 36" 142" x 1X2" x X8" 351 -500 CEILING AND NECK SIZES ABOVE 22X22 % X4" ROUND ROD OR 1"x 115 15 X 15 OR 140 501 -775 1"x J6" ANGLE 48" 2" x 2" x A" Xi' ROUND ROD OR 1"x "x TRANSFER 1 X" ANGLE 60" 2" x 2" x yA" 9(6" ROUND ROD OR 4 GARAGE 18 X 18 776 -1125 1"x 1 N )6" ANGLE 84" 2" x 2" x A" 12.3 - -� 22 X 22 36" ROUND ROD OR 1"x 1/2 -- FOR INSTALLATION ❑1 E] F±] (BID ALTERNATE 1) 1"x 16" ANGLE 1. SPACED VERTICALLY NOT MORE TAHN 12' ON CENTERS. 2. SPACED HORIZONTALLY NOT MORE THAN 10' ON CENTERS. 3. SPACED NOT MORE THAN 8' ON CENTERS. DUCT SIZE GAUGE SUPPORT SPACI!N MODEL ACCESSORIES 12" AND UNDER 26 GA. 2 2"x22 GA. STRAPS 0 8 FT. MAY 13" TO 30" 24 GA. (2) 2 "08 GA. STRAPS 0 8 FT. MAN 31" TO 40" 22 GA. (2) 2 "x18 GA: STRAPS 0 8 FT. MAN 40" AND OVER 20 GA. (2) 2 "08 GA. TRAPS 0 8 FT. MA RECTANGULAR DUCT. 2 "08 GA. 1 6 FT. MAX MEN'S FAMILY STALL REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: MAIN SUPPLY AIR DUCT SUB –MAIN BRANCH MAIN TO TWO OR MORE OUTLETS 1. FURNISH AND INSTALL MANUAL VOLUME DAMPER AT EACH SUB –MAIN AND BRANCH TAKE OFF. 2. BRANCH DAMPER SHALL NOT BE SUBSTITUTE FOR OPPOSED BLADE DAMPER AT AIR DISTRIBUTION DEVICES. 3. CONTRACTOR TO FURNISH AND INSTALL ACCESS DOOR AT ALL MANUAL VOLUME DAMPER. COORDINATE LOCATION WITH ARCHITECT PRIOR TO COMMENCEMENT OF WORK. TYPICAL SHEET METAL DUCT WORK \ TYPICAL AIR DUCT WITH TYPICAL BRANCH WITH h 1 WYE BRANCH MANUAL VOLUME DAMPER LOCATED AT THE CLOSEST a� MAIN DUCT LOCATION MANUAL VOLUME DAMPER AIR DISTRIBUTION SCHEDULE SYMBOL TYPE (NECK SIZE RANGE MODEL ACCESSORIES STYLE ELECTRICAL AL OPERATING VOLTS (IN) (CFM) MAKE MODEL SONES WT. REMARKS - 6 X 6 OR 60 0 -125 TITUS 350. 3.0 - 27 ❑ ❑2 - 1H FL -AA (IN W G) RPM _..... - -- HP AMP 8 X 8 OR 80 125 -225 FRAME 1 MEN'S FAMILY STALL I COOK I GN -340 130 0.3 1570 2.3 FOR 1 FIXED 2.2 26 1 2 3 4 ❑ ❑ ❑ ❑ EF 2 FAMIILYESTALL 10 X 10 OR 100 226 -350 INSTALLATION 0.3 BLADE 2.3 115 RETURN IN HARD 2.2 26 ❑1 �2 3��4 CONCESSION'S S B CFM E ! EXHAUST 12 X 12 OR 120 351 -500 CEILING AND NECK SIZES ABOVE 22X22 2.3 115 15 X 15 OR 140 501 -775 160 _ 626 -825 TITUS TRANSFER __........._ PAR -AA 4 GARAGE 18 X 18 776 -1125 FRAME 3 0.5 PERFORATED 12.3 - -� 22 X 22 – ° –' 1125 -2000 1/2 -- FOR INSTALLATION ❑1 E] F±] (BID ALTERNATE 1) S' CONAREA ION COOK I 135 -SQN -B LAY CEIUN IG 0.5 1237 10.8 22 X 46 2001 -4000 1/2 -- 165 ❑1 �2 1 E5 E6 — FURNISH LOUVER WITH DRAINABLE L INTAKE RUSKIN ANTI - CORROSION STATIONARY CFM OR EXHAUST SEE PLANS SEE PLANS ELF375DXH I COATING IF WITHIN 5 LOUVER I MILES OF THE OCEAN: 54% FREE AREA L.._._...__KAYNAR 500 .._.. - - -- .................................... __ .... ARCHITECT PUBLIC WORKS ENGINEERING Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: — Solana Beach. GA. 92075 t: 858.792.5908 / f: 858.792.5916 DATE: BY: — DATE: FAN UNIT SCHEDULE SYMBOL AREA AREA SERVING MODEL AIR DATA FAN ELECTRICAL DATA ELECTRICAL AL OPERATING VOLTS SYMBOL SERVING MAKE MODEL SONES WT. REMARKS - - SP 208 1 3.0 - 27 ❑ ❑2 - 1H CFM (IN W G) RPM VOLTS PHASE HP AMP (LBS.) EF 1 MEN'S FAMILY STALL I COOK I GN -340 130 0.3 1570 2.3 115 1 2.2 26 1 2 3 4 ❑ ❑ ❑ ❑ EF 2 FAMIILYESTALL COOK GN -340 130 0.3 1570 2.3 115 1 -- 2.2 26 ❑1 �2 3��4 CONCESSION'S S COOK I GC -130 130 0.3 1570 2.3 115 -- 2.2 26 ❑1 �2 �3 3 4 GARAGE COOK 150 -SQN -B 1980 0.5 1152 12.3 115 Fl 1/2 -- 200 ❑1 E] F±] (BID ALTERNATE 1) S' CONAREA ION COOK I 135 -SQN -B 1300 0.5 1237 10.8 115 1 1/2 -- 165 ❑1 �2 1 E5 E6 ❑ 1 FURNISH EXHAUST FAN WITH BACK DRAFT DAMPER. ❑ 2 FURNISH AND INSTALL SEISMIC VIBRATION ISOLATORS. ❑ INTERLOCK EXHAUST FAN WITH LIGHTING SWITCH. ❑4 FURNISH UNIT WITH LORENIZED FINISHED, MANUFACTURER FURNISHED BELT GUARD, INLET /OUTLET FLANGED, INLET /OUTLET DUCT CONNECTION. n5 AND INSTALL MANUAL ON -OFF SWITCH FOR CONTROL. n6 MANUFACTURE INSTALL FILTER BOX AND BELT GUARD. ELECTRIC UNIT HEATER SCHEDULE SYMBOL € MAKE AREA SERVING MODEL AIR DATA FAN ELECTRICAL DATA —� _ (LIGHT REMARKS CFM VOLTS PHASE KW RPM AMPS QMARK CONCESSION MUH03 -81 350 208 1 3.0 14.5 27 ❑ ❑2 - 1H ❑ 1 FURNISH AND INSTALL ON /OFF SWITCH. ❑2 INSTALL PER MANUFACTURER'S RECOMMENDATION. APPROVALS BUILDING & PLANNING PARKS & RECREATION C - BY: BY: BY: — DATE: DATE: 04/20/2012 DATE: FIRE OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE PANIC ONLY Reviewed by APR 2 7 2012 Approval of this plan floes not authorize at approve any omission of deviation from applicable regulations Ftt1}IepDteugi # §.. §NDjgpT fO field inspection One sot sf appfeN� i piaP§ b available eothe '�*teet -ate ataii',r�s= CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS M 1 e ® 2 MECHANICAL SCHEDULES AND CALCULATIONS SHEET 82 oFUa 04/09/2012 100% CD PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3) PERF -1C Project Name Date Moontght Beach 4012 _ _ Ptow Addraae Cilmata Z. Total COnd. Floor A. Adult ROOTArea 400 8 Sheet Encinitas CA Ctimafe Zone 07 525 rival GENERAL INFORMATION Building Type: ❑ Nonresidential C High -Rise Residential ❑ Hotel /Motel Guest Room Relocataole - digais s > ific li li ❑ n ❑ _i cmata zone ❑ alit males Phase of Cpnstrucloo- C Naw Conshuctlon ❑ Addition ❑ Atteratlon STAN EMENT OF COMPLIANCE t°Gtri: '"i °1514 iPN.i0.eI Tis constitutive of com fiance lists the building features d r.fi^ . f e e needed r 9 P ❑ comply with Tflta 24 Pans 1 and 6 of the Ca!acmia Cola of RegulaVOns. This Co Regulations i 95, 3598tu/tc _ -___- _____ __�_ cratuicam applies oc p o a Building using the rerfain ?:g romp; lams wen mark, ❑ _ _ ❑ The documentation Sri remby canines that the documentation on I s accurate and sum laic. P - - Documentation Author ..._.__._._..._ � Name Hofk, ky 5alPni 61anaNrs nmcer, sole;rngaraerxma, ,r,c. o_ .... Areal 3860 CNtrnpnt (.lees ah:f Sc!le if i Phone 898 Zs'5S5f CI1Y1 Ya1 ='P Snr�egn C492111 The r I1C D =.i' e t 3b Cfni10J that foe r o stud brildn des gn ep r . sent.d in this set of Consh im on documents is consistent with the other compliance, forms andsporksholl with the specifications, and Yd!IIl any otheroaldrUgulti SLErnittad whh this permit application. The propdead building teas been defor ned to meet the energy efficiency requirements contained in sessions f 10, 116 through 118, and ar Irrough 149 of Title 24, Pan 6. Please check one ENV. LTG. NEC", berater of ient 9 A na am eligible antler the rpvisioris N visron _ of nE purchase and Professions Code m g P t re and aimicensetli in the State of 4 p Po P P ❑ ❑ ® sInihsdot amer asitearsonha al entlmer, CallOrcia as a aVl E gmEOr, mechanical gngntaer, elecll std engineer, or I am a licensed arcnnec[. affirm thas1 ann eligible under the provisions of Division of the Business and Pre'flas!one Code by section ❑ ❑ ❑ 55372 or 6773 tot „his miccmam as the Nelson nor neble for iG rearafion'a.'m u p no .al em a:'censed 9 x p P caCtraGef P a iormm this work, g der Division of Business and Roresslor '.,ode to sign this dal:umem 5 9 acom. chat 13m eY '!b1a un ❑ ❑ ❑ becomes !fain- bas[rUCiUfE Orf 201 WC1k deeClb°d as exempt nS;ar:1 fa RURae n P pe Y P ss Professions I 1.mda "tloas53.. 5538 and 6iffi 1. Principal Envelope Desl Designer P P 9 v _ __ (Jame S gugv; D OalPon Rr.Nteciw Si a4:gB w+Paa q!.elM Oa L. Archrfecbre ale - appil <" 484 scum rose, S(on 192 L!e ve N ....___.__ Chy;haie. P Solana Eeach, CA 92015 Phone A59'1a259✓of Principal Mechanical Designer Fail - Dexcdbe Reason' ItmorS Cum a. T s le AC I RTU4 HP-i Nall'® Ses.M En9 rresBfg lnc t3lynawre ❑ Curprody Sale Mfenh ins.. Do Parents, 8360 Cierrantn[ Mesa see fiJe1"' I Leforme , CItY-rayeal - From 95&2]]5551 S_ a n Otgo CA 9_2_1_1' _ .- .___ Principal Designer .__. ......... . - __ . ❑ 3IFT- 1am1y Gnstraaxe Nor In The former 9fTh.iv Soo n.Rol Data Address I Loransep I'FIsteae 1p : Plmn___ INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS hisheck box if worksheets are inn ltletl) 0 ENV 10 Conti of COnoseas. Hatt, (Led Pn plans- 0 MECH -iC CeNf woo0spiturnal Regl&erletllane. ❑ LTG 1C Coullects of Containers Rewriter] nn plans, 0 fail 2C A' Wl saffron. N lVid - 6 P -_socurel . ❑ LTG at tighYg weiN Credit write set. :a MECHI prearadlead Vendarinclund Rene ❑ LTG3C IndowL ding Pa.a Nlawarfw. la MECH 50 Metl,sical Estill. -1 Details. mrm9Y°ra 5ltr EnergYSait Uxs?NUmber }23} Rnc CpwrS 12- ULfongetial 1D: Y -905 Fag.; 3of19 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH -1 C FIELD INSPECTION ENERGY CHECKLIST pineleforquall � "moodligh"Beaes ." ______ 4120i2 Fosd Addmss C`mate ZOre TCLZ Gixf fil Area aditlolrleor Area 400 B Street Enchants T 525 Na GENERAL INFORMATION Build!n T e: 0 Nonresidemia! Cl High PSa Residential I Hoologreal Cr_st aril ❑ SchcOls iPUhll': Sab:n) D Releal able Public Schad Edg. 0 Ciderlierad Spaces p Jnbondtticned Spaces elcav-7 ChasE of Construction: 0 Nov, roam Nfifn p Addtion 0 Alteraier _ ................................... ................. ................. __ -.- _ __ . ___-. p __ stomach of Compliance. p Component ❑ Eon _rva;oe TDV ❑ tlnontlttioed fk official ____ Frcrt O`e[tauo¢ N. E S, Pf or in Degrses'. 3i5 tlR7 HVAC SYSTEM DETAI Ls FIELD INSPECTION ENERGY CHECKLIST Equipment, Impeaion Crit¢Ua Media CriMria er R uirmn.0 Pass Fail- D@scnbe R2asone Item or System Tags (s ACRIC -1_HP 1L._____D`JPar Lon,1 ❑ L t ul mentT " t°Gtri: '"i °1514 iPN.i0.eI ❑ ❑ N.amber of d stems _ Max Alcoved Heati_g =sponly! i 95, 3598tu/tc _ -___- _____ __�_ ❑ ❑ ❑ _ _ ❑ Mmi 1, .- 2araft le.v '785 EF ❑ - ❑ _ Max Alaxeed C:roi!r ., a:' -- rNa - __- ❑ ❑ Cooling Efficiency ' W. _ ❑ ❑ Duct Lammi t R Value i 1a a ❑ s When duct testing is required ubm! MECH4A &MECH.4HERS INa _ __ O ❑ .. __� Economizer _______._ _ I Na _ ❑ _ -_.._. ❑ Thermostat '11a O 0 Far^.it _ I nal 13 _C _ Equipmerw . ftelpeonforn Onteria FIELD INSPECTION ENERGY CHECKLIST. Pas$ Fail - Dexcdbe Reason' ItmorS Cum a. T s le AC I RTU4 HP-i OnfP heater [3 ❑ E w mend Type`. _ Rul PTAC _ ❑ ❑ Number of S seems 1 1 ❑ C Max Allowed burning Ca aci ' 0, 200 Bt4'7tr �_ ❑ ❑ Minimum Hapt Fitilrui ' 13 41 trial a a - ❑ MaxAloyad Conlin C .ac ' ____ _ TOB' amt __❑ ❑ ❑ coolin Plat ca Y l .Na ❑ +pu Duct Location' R -Value .Na ❑ 1 R When Joel testing is required, submit MECH 4A8 MECH -4HERS . ❑ ❑ Economizer IJO FCcnomlzer ❑ _._ ❑ Thermostat - -__ -_ Far, Call ho Sweet Required 1 ___ -_ -_ Cormal reasons ❑ ❑ C .................... ..__... ❑ T. Iltl Ac[ d- tall dal 1 -I °5' ' a tl l orE q roc less the Professed (hem avn 'slice vubm aril .. a-n Ps ^� 1 app ( 9Y q . A' -t idi' 9 IM H P Y s l r ni;Na y ,f l ,dd h' ' c. . g F odc 9 I dead d F f mss Faye 2ofPs c, C ra Form. C md (s if a F. a w's check 3, nCCes Fgtpment Type. . Ter,. en VAV ills hat p rhdrams, TAC cr 12 ed. En %bo 5. ^,> Er Soft Ls•Numbw: 1233 RaaFOdei 2012-04- Lenders 34 _____.....a Y -505: fie is9o314 M n -'enol Na,ne 1410ordShi t Beech --- 256 SFI flo, .... System Na wee 2f4 Ggcu anc ive 325 Iasi. LPC 1Wist' r gyred s sfl° Albwed LPD P. 'I'ailoletl Loads 'W1sf1` rW.1sf] Area Ne'fiI' Um'feeps ,____.- Lon,1 Rol Sai¢s. W1rprool 525 '1.6Ca Feneetrat!on SHGC shall be rated in accordance whh Fell2 C a` hi 100 for file -bolt torroac a nn or §t t6(a 3' the X - ...._._. _... ..______.._ w> _ ti 3 I---.--- w E� _ ...... ____ __ _- _.. - _ . _ ............... 3 _ _ . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ i -- i....__- _ a m A - o a- LU .N- e. W. H wu' p0 c ( N c 5 to R _ -- 9 CI ❑❑ X- b n ei T p ❑ as he ¢ t3 a - _r u° --- 9 WxN 93) _..._.. ....._... nV .._,_ ._ _ ___ __ Sir 43 SAZ L I ❑ W C V - i Nr»re a-. ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: a a New' 'i ❑ e ❑ . Weal 242 _.__ a 0510 $ -_ +pu format v drom, LU e v 0 ❑ ig Wall 366 l 7 0510 1Vana _ � t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 �� - i p 5 G I ms, ��o .e 2 ?, - v -i : CAD G LI D Q D ❑ ❑ D ! tic -. leryhemfcr!:eatpumpellel"VC eetisusad c> I Ere Ion, l sal nelgySOa User NUr,flea 1233 ,E- --zv» v Naw O 3 oz O __ f- .2 =730 .._.._.. .- .. _._- hQ 2a N 4 M. tapes: I. ITT 1 2. dams mgt,.zf w.b, artsrd. <ea..T31,:" des Seeut a. oaPlTir 9.seerni r.oinere' pemiabwer :ilk ;sal, Lf.. N e iA�i0.'e IT CH C LIST E K The knor ,ad doniita a Should a' el wri -i ouse,i to be the it ems moth In iar cM1 agency pay f BPS 159 Gal s ach st. These transmitters able( wtltten I a5 pa pa A r9aeM1 Th. {Gal erl`91C&neai8 Nis 4et!1Wnd33n .,ad IBtMR anGS flans an mart' meet bait W3, or ri thato fele i a the uch .he ob iha ourgeeians and a bu Idmg a 4eRlgn that 9tM1errulSH vamplies basso Nil IDs adaquscy et the ec of usnfkaiian anc d.Xiil'rotia4en submitted. . _relac[ _ -- _ S T N E al _....... _ a m t S is The. Xn, liCna lf .turesllstedhi}I11R(}eifeYmanfo Pdlpraecharaga Latltr waSpeClfkany rorovia d.Adi4uatewritten I,uwwlCd,le and documentation fail their use hove been provldbd by'are scroll material signemrem stemP ._- __T_ - -_ -_ _ m' [ Ii F:a: filer dassbeo: Raaa2otthalrspa,t,w;l . ha l does rct meet comp( al:v. FENESTRATCON SURFACE DETAILS _ I . i G' I - L a s. he 0tiy Z o'sI�i� a I W a �EVO o 11 _ 9 __ a I ! Rotational n , 'A E° ri o g '',3 A m Trq:3D T m5 TM oa al - s 1 vr°n 1 itriial - said, g NFHL 0,,24 ca'. as cy L l ❑ ❑ 2 WVldav I i- 0890 m 3 090 N6 - "G o j p p __..__.__ to a Y I I ❑ I _ ❑ - 35 _o 0 U :€ ❑ Q _ zn ___ _ ro IffiQ __ ❑ ❑It1 : ❑ 0 n _ s ° 2 ❑ ❑ Q m _ ❑ it ❑ - a = D Ia o I a ml h ? of ml a 4 _ E - - __ -.. _... ❑ t ❑ ❑ _ n. T8 5° ca I =I I ^ ❑ jT - ealmtr -d sin4utd tesida t!aICC, pI M,, 1 P 4 °350 r 2 I3 Fa :aa- de:crbo cn Paga 2 of c e I nsPeClmi �ra9kl n -o:m ale �xs aixxcp eta a:Non to ter §ot Van jbd!din9Flana II ne9esauy- ¢ g a I on v ¢ .... O �... } ___ I 011 b , of ¢' Yt ,a `m C d 0 'z a 0 a :m m X W 'g' I ndNm INS aba 0.6 4 4 v F k > - ( a0 a q,l ` u w ¢ .. r I ai ii, nut o'' .. I I grg - I 4 S IF c. d S - 315 root. I , >- o"- oc n n - - ❑ & - m ❑ ❑ ❑ 0 D ss ❑:❑ t7 1 e15 ��, v i w U fi ST- M _ I�z E ¢ - ref th ULI o & e 3 �, W 3 _ .. _ .. _ w x n _g 1 __ Z W son w`m : I R x ' $ DI❑ ❑ ❑ s - It ❑ a ❑ ❑ D 0 010 ri � ` h �Im C¢P <a E A I,. flito ❑ ❑i❑ ❑ I ❑ 17i❑ ❑ ❑ 1 ❑I❑ O tdq ?' m vas R P ` O w4 0 ❑ ❑i0 ❑ O E° ❑ ❑ A ¢ : :a��"o rte_ °O to } "A ml "' K 5 -O re U rS'z °a$ m _E Via° 0 q W as I, i g IS < w as e z° _;_E. - _J_.- gg of a aS --c 14`5 - °a y_�._ nl - m e O nK s s 1 i 6 W s.n $ .�.. o t3l „ n rJ c ,mt� b" 2 e8a_d Ems ^EeS❑ ismE - A to m _ t� R 'E W� _ 1 - va - mvre 314 affil o_ o, _ 0 0 C EI Q S k t . Il❑❑ D _ [i h'° a K 0 ❑ W ! i❑ I os` >45 E ❑ (1) 0:! 11 ❑ Ili❑ re I i al s b i U o e 'n M I T. = N- v k I tll a a s Em :'Y ly R ¢ nGV s C ol51 or -SIn ry _- al s ;_ W i d E liff t EEy n,nD i r�i ❑17❑ ❑rill X 4' it [:t r> Y ° �: ax > ' ry ° g' c, is c k so a se A ...._ I -. as z ` i n s R es z ¢ 63 ci QO W E �F F is I 1, --- - i J Q. .a ra Q3a cI ?' P m 6 c > to 2 g ❑ - N ❑ ❑ s m, ❑ ._- a ❑ D'❑ I 1..... ,Z' a ❑ D ❑ ❑ ❑DD❑❑❑❑❑ ; J aEl U sax ' 4! is N 4 F o �I I 5'c v° W i F o to o" s¢_ ww polo o a � 1 Z '''' ! go ml I ly W v° E $n 8 �E _N C3 = al N F I - - ; °I -> - n € - ~ sag. '❑�qmym�,a Iz I be _ `a o - we vi E. ,, 8 � `I 1I. st mEO Q$'a$ E mS i ' I 1 14 x❑ D n 2 vi r D D - - w $ TRT C! �d - a CIn 1 O D z ❑I❑ ❑ ni❑ o ❑❑ h E m a _ F x x Boa T- 1. m m z ^I w m -, am- _ ro 0 so & n CQ 4 ° 'o Fd 2 2 2 N Ni m , N 4 n al S al E W t�� ro b . o E er .Nm _. 4 t in m� aa' "o J U __ t. C ..x mss _.. .._. 1.... =, ...__1 P M C a� G ° A z i z U T`'°"�� o�r� I 5tiF ot M J d 0 - a ..._ I - -_ _....... d 91 it E _ �. _ re a W m AEo O E I l U o E { '" . rF E a o N F '', I s y� R R c 3 N P : ',, ILL. Q yF fr 11 all s G UJ r W I =p= rn m a Qzq se - 4' Id w z,- tri o .w m m Iii �Ij REVISIONS I APPROVED I DATE -' - - -_M _.... Sleace Ha role f3 F: Heatiro _. Coclin g .Space C(mln U __ e-? r t SSO 9s.zs I Indoor Fans _----led 1,20 y , Fans Heat Ra7 ecluen Ix _ 0Go ra Heat par Pumps it Miss 911 000 cp,l Pumps - -_- ___ _._- -_ _, Domestic Hot Water za v6 Sac +. __^ 0.831 t7;iv'+' -- Lipping L h1 14215 142115 Or!^ 5 � r� g Receptacle Toso 7460 coo Recordable Pinups ox _0 e) err Process Pio^ess IJghlirta 0.w 0.00 r;,W Pruress Lty TOTALS _ _relse --. 41440 39.94, BUILDING COMPLIES Broadnq On n atom. fn 1; rid pngd Floor Anna 525 • ' I sgfi, Number of Stories i - _-- 'Ilrrooru3l'is. Floor Area or sqR. N umb er of Systems tod Footprint !ntAY e a +s ^ii ____. r od 5 1 Nfurl a s ; ______ Number of Tongs A v anb .late , _ Front Fringes Left Elevation Rear Elevation Right Edeval. Total Reef !N' - tatica Gomm, Aroma ra _122 * 1. n -'enol Na,ne 1410ordShi t Beech --- 256 SFI flo, .... System Na wee 2f4 Ggcu anc ive 325 ( ulazn Ada alazm Ratio fooll Wi Soo. 30 7%1: s L ill . 00ri of sgt1. OC iYI _- sg1t, sgft. 924 AQft. -Ii SqR. 3x5 shift. 177%, s1N1. ._....._ s" I_....._ U.0% Thr _._.J _Standard for used Files riptive Values for Proscriptive L'Ighting Power Ctnshy ___ 1.ape Vd/sgfi. 1.sm Vd /sqh, ompansclr llalfy. S¢g PresttgdtivE F..nveloPe TDL'rngrgy zao51 as,eaz LTG -iC for allaivad L.FU. Al F LNES Tea Pi ins l sitar Ygel 6Y'Pipes MSTllLEOFMES" tA. rC lvb.SLtr,- AW.HAVF.EQU/a4CR[i7mi N FACTOPANOSbii_„A,F,0Je ,..- or"ULATrIN HVA &WVIHUKincAC 'OU f FORREtERCN@?PtY NSrAiL"JH.A,. &W, JNITSMISTHI.VEEC...AI lR.GPF4PL'-F1E.UCYTW;48WII1E1Lb Tgl5C`V.1L1.ApcbV (Part 2 of 4) SUB - CONSULTANT Caaqftept Ell I out azi liffesszelvll'aw Ftl sazl Oiegw CA923t1 T.T hisg2ra el Faz'(956)2]]SSK Sa eW Errigineci Inc. „efigo,s r5 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -IC n -'enol Na,ne 1410ordShi t Beech oat. LI 12012 ZONE INFORMATION M61201z .... System Na wee Zone Nam& Ggcu anc ive FioOr Area rs RT Iasi. LPC 1Wist' r gyred s sfl° Albwed LPD P. 'I'ailoletl Loads 'W1sf1` rW.1sf] Area Ne'fiI' Um'feeps ,____.- Lon,1 Rol Sai¢s. W1rprool 525 '1.6Ca Feneetrat!on SHGC shall be rated in accordance whh Fell2 C a` hi 100 for file -bolt torroac a nn or §t t6(a 3' the X - ...._._. _... ..______.._ w> _ ❑ - 3 I---.--- ................ ...___ -..._ _____ ........ _ wli _ ...... ____ __ _- _.. - _ . _ ............... 3 _ _ . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ i -- i....__- _ a m A - o a- LU .N- e. W. H wu' p0 c ( N c 5 to R _ -- 9 CI ❑❑ X- re ` C ❑ as he ¢ t3 a - _r u° --- 9 WxN 93) _..._.. ....._... nV .._,_ ._ _ ___ __ Sir 43 SAZ L I ❑ W C V - i Nr»re a-. ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: 4,", New' 'i ❑ e ❑ . Weal 242 _.__ a 0510 $ -_ +pu format v drom, ,- yF cEn 0 ❑ ig Wall 366 l 7 0510 1Vana _ � t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 �� - i p 5 fir S I ms, ��o .e 2 ?, - v -i : CAD G LI D Q D ❑ ❑ D ! tic -. leryhemfcr!:eatpumpellel"VC eetisusad c> I Ere Ion, l sal nelgySOa User NUr,flea 1233 ,E- --zv» v Naw O ❑ -06T0993:34 10: Y506 Far, aefle __ f- .2 =730 .._.._.. .- .. _._- hQ 2a N 4 M. tapes: I. ITT 1 2. dams mgt,.zf w.b, artsrd. <ea..T31,:" des Seeut a. oaPlTir 9.seerni r.oinere' pemiabwer :ilk ;sal, Lf.. N e iA�i0.'e a. CH C LIST E K The knor ,ad doniita a Should a' el wri -i ouse,i to be the it ems moth In iar cM1 agency pay f BPS 159 Gal s ach st. These transmitters able( wtltten I a5 pa pa A r9aeM1 Th. {Gal erl`91C&neai8 Nis 4et!1Wnd33n .,ad IBtMR anGS flans an mart' meet bait W3, or ri thato fele i a the uch .he ob iha ourgeeians and a bu Idmg a 4eRlgn that 9tM1errulSH vamplies basso Nil IDs adaquscy et the ec of usnfkaiian anc d.Xiil'rotia4en submitted. . _relac[ _ -- _ N al _....... _ a m t S is The. Xn, liCna lf .turesllstedhi}I11R(}eifeYmanfo Pdlpraecharaga Latltr waSpeClfkany rorovia d.Adi4uatewritten I,uwwlCd,le and documentation fail their use hove been provldbd by'are scroll material signemrem stemP ._- __T_ - -_ -_ -u' An 5.'cv iJlern $n.H .er Nurnmr'f233 RunCmfe: 1052 -0<PBTPB:P]'34 f0'Y -405 Pa :`edom m' [ Ii F:a: filer dassbeo: Raaa2otthalrspa,t,w;l . ha l does rct meet comp( al:v. FENESTRATCON SURFACE DETAILS . i G' - L a a he 0tiy ffi 5 W a to ay 11 _ 9 __ a Rotational n a eC 'A E° ri o g _ ,a �o m Trq:3D T m5 TM oa al as I z 1 vr°n 1 itriial - said, g NFHL 0,,24 ca'. as cy L l ❑ ❑ 2 WVldav I (9119 0890 m 3 090 N6 - "G o j p p __..__.__ to le " N s ..... Ed CL ❑ I _ ❑ 35 _o 0 U __ to ❑ Q _ zn ___ _ ro IffiQ __ ❑ ❑It1 : ❑ 0 I ❑IOiC 2 ❑ ❑ Q m _ ❑ it ❑ - F- „308 D Ia o I a ml -_. _ I - pl❑ a 4 _ E - - __ -.. _... ❑ t ❑ ❑ _ j' n. T8 =I I ^ ❑ s- IL ma ealmtr -d sin4utd tesida t!aICC, pI M,, 1 P 4 °350 r 2 I3 Fa :aa- de:crbo cn Paga 2 of c e I nsPeClmi �ra9kl n -o:m ale �xs aixxcp eta a:Non to ter §ot Van jbd!din9Flana II ne9esauy- ❑❑n g a ❑ ❑ O �I m, I 011 b , of ¢' Yt ,a `m C U 8m 2 5 m W 'g' ndNm INS aba 0.6 4 4 ( a0 q,l ` u I .. I I .. I R in grg ,` 0 N £ v, r'j m 0 if `ur 4 IF c. d , >- o"- oc n n n ❑ ❑ ❑ ❑ ❑ ❑ 0 D ❑: ❑:❑ t7 _ - to e15 ��, P b i or W fi ST- M ¢ - ref th ULI o & e 3 �, W 3 _ .. _ .. _ x n _g 1 __ Z W G 1. QIm5 N p L 11 5 : .8F 8 ': I R x ' $ DI❑ ❑ ❑ s - It ❑ a ❑ ❑ D D 010 ri � ` h �Im C¢P <a _, 8 A I,. flito ❑ ❑i❑ ❑ I ❑ 17i❑ ❑ ❑ 1 ❑I❑ O tdq ?' m vas R ❑ ❑ w4 0 ❑ ❑i0 ❑ O O ❑ ❑ A ¢ E 1m Y Y: 5 K U rS'z °a$ m q W as I, i g IS z° - gg of a aS --c C y_�._ nl - m 5y 6 W s.n $ .�.. o t3l I ,mt� b" 2 e8a_d Ems ^EeS❑ °n to a _ 1 - va - mvre 314 affil o_ o, _ 0 0 C EI Q D E7 D 0 Il❑❑ D ❑ 0301❑ 0 ❑ W ! i❑ I os` >45 ❑ ❑ (1) 0:! 11 ❑ Ili❑ ❑ OI❑ �. i U o e 'n M I T. = N- v k I s i ly R ¢ nGV C ol51 or -SIn ry _- al s ;_ W i I liff t II5 =�,'an n,nD i r�i ❑17❑ ❑rill X 4' it [:t r> myth E U W c a °c �: ax > g' ! h a m ...._ I -. as z ` i n s ¢ m fx r C E �F I 1, i J Q. .a ra Q3a cI ?' P m 6 c > to 2 g ❑ s . ❑ ❑ ❑ - ❑ ._- a ❑ D'❑ I 1..... ,Z' a ❑ D ❑ ❑ ❑DD❑❑❑❑❑ ; se aEl 1 , 4! is N 4 do I i U to o" s¢_ ww polo o a � Z '''' ! go ml I ly W v° E $n 8 �E or = al ! I < a n € - ~ sag. '❑�qmym�,a be _ t^" �C 1I. st mEO Q$'a$ E mS la") fl ' m 1 14 x❑ D n D D D D I:I w $ TRT C! �d - D CIn 1 O D z ❑I❑ ❑ ni❑ o ❑❑ h E m a _ F x x Boa T- F' m m z s w m -, am- _ ro > n CQ 4 'o Fd 2 2 E mac ado O N Ni m , N 4 n al S al E W t�� M v Sm41 aSt'. u- er Z _. 4 t in ... ( "o J U __ t. C ..x fY _.. .._. 1.... # ...__1 y` M C a� G A z z U Li I ot M J d 0 - a ..._ I - SUB - CONSULTANT Caaqftept Ell I out azi liffesszelvll'aw Ftl sazl Oiegw CA923t1 T.T hisg2ra el Faz'(956)2]]SSK Sa eW Errigineci Inc. „efigo,s r5 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -IC n -'enol Na,ne 1410ordShi t Beech oat. LI 12012 ZONE INFORMATION M61201z .... System Na wee Zone Nam& Ggcu anc ive FioOr Area rs RT Iasi. LPC 1Wist' r gyred s sfl° Albwed LPD P. 'I'ailoletl Loads 'W1sf1` rW.1sf] Area Ne'fiI' Um'feeps ,____.- Lon,1 Rol Sai¢s. W1rprool 525 '1.6Ca Feneetrat!on SHGC shall be rated in accordance whh Fell2 C a` hi 100 for file -bolt torroac a nn or §t t6(a 3' the ,e Nn - ...._._. _... ..______.._ 'k _ ❑ - c I---.--- ................ ...___ -..._ _____ ........ _ __-___ _ ..-.__ _ ...... ____ __ _- _.. - _ . _ ............... ❑❑Qr _ _ . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ -i- -- i....__- _ a m A - o a- ra E2 H wu' s e ❑ ❑ c 5 to R _ -- T. D Assembi T p _ _.Y�E_ -._ X- love) 13 C ❑ ❑ ¢ t3 a - _r u° --- 9 WxN 93) _..._.. ....._... _..._.. ................... .._,_ ._ _ ___ __ ❑ 43 SAZ L I ❑ W C V - _f_- __ a Nr»re a-. ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: 4,", New' 'i ❑ e ❑ . Weal 242 _.__ -------- 0510 Nwre -_ +pu format v drom, ,- yF cEn 0 ❑ A Wall 366 l 7 0510 1Vana `era: or 1515 t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 - - i p 5 fir S I ms, ��o .e 2 ?, - v 1_I CAD i LI D Q D ❑ ❑ D ! tic -. leryhemfcr!:eatpumpellel"VC eetisusad axdafn chief mcap'd nos Pe 3iMN)appY� I Ere Ion, l sal nelgySOa User NUr,flea 1233 <.n. E c 'a --zv» v Naw O ❑ -06T0993:34 10: Y506 Far, aefle __ f- =730 .._.._.. .- .. _._- 2a N 4 M. tapes: I. ITT 1 2. dams mgt,.zf w.b, artsrd. <ea..T31,:" des Seeut a. oaPlTir 9.seerni r.oinere' pemiabwer :ilk ;sal, Lf.. N e iA�i0.'e EXCEPTIONAL CONDITIONS COMPLIANCE CH C LIST E K The knor ,ad doniita a Should a' el wri -i ouse,i to be the it ems moth In iar cM1 agency pay f BPS 159 Gal s ach st. These transmitters able( wtltten I a5 pa pa A r9aeM1 Th. {Gal erl`91C&neai8 Nis 4et!1Wnd33n .,ad IBtMR anGS flans an mart' meet bait W3, or ri thato fele i a the uch .he ob iha ourgeeians and a bu Idmg a 4eRlgn that 9tM1errulSH vamplies basso Nil IDs adaquscy et the ec of usnfkaiian anc d.Xiil'rotia4en submitted. . _relac[ _ -- _ _....... _ a m t .....__.Y_._ ❑ The. Xn, liCna lf .turesllstedhi}I11R(}eifeYmanfo Pdlpraecharaga Latltr waSpeClfkany rorovia d.Adi4uatewritten I,uwwlCd,le and documentation fail their use hove been provldbd by'are scroll material signemrem stemP ._- __T_ - -_ -_ -u' An 5.'cv iJlern $n.H .er Nurnmr'f233 RunCmfe: 1052 -0<PBTPB:P]'34 f0'Y -405 Pa :`edom ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Fr on NNana ta o N G M61201z DESCRIPTION __- ___.___ ._______ ____.____ Building Emosi Measures: V NSta'JEd insulating material shall been 0'Y[A etlb tie md'mfadUrEY to rq WI[h the C.a10rnlaQltLT "ia(a' mp Y § ) Standards for nsulatlno materiel Tid22D C'faP erl A'ticle'. shelf installed incampiarcewah the auto spread rafiny and smoke density requue nenis of -talc; Mead, § oeaions 260 = ar!g IOf of Title 2d, Part 2. 0sonni 707.. This __1 Theoca ue Orions ill ncrrsside'id buildings s'L..I have Insulation with an irsia IEd fl -slue §'tali , 4 P g between partial members of ro as than 913 between fr min members. A�: Foundations, andopenings in the building that are s�eryouna E rocs of air leak ashall be eaul:c ^d ashetEC 3 li7 g g A we'1ih5 shl Ed or otherwise sealed. � Manufactured w l products an.d anal does shall navea e a nt iidn 0 ., f d f . r s § '16 f w:edo w Brea ,03 C,,d d 0 a 10 _sd ialc a I Us canrfC a d.; a.Tc,,: .n.ider.ni si c tlor a T Feneetrat!on SHGC shall be rated in accordance whh Fell2 C a` hi 100 for file -bolt torroac a nn or §t t6(a 3' the ,e Nn X R``o s,I wealhErstrippetl (except for unfmmad glassd or_and fire dm[s). D❑❑ En ha 51 D' iiin 10: Y-.905 Fell, =17:1:19 'k ❑❑alai❑ ❑ - c 5 S+a ❑ ❑ ❑❑Qr _ I . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ PTVnxl Wei ht 9 _goal zs6:k ❑ Q ❑ ❑ a _ a m A - o a- ra E2 H wu' s e ❑ ❑ c 5 to R u T. D Assembi T p _ _.Y�E_ -._ X- love) 13 C ❑ ❑ ¢ t3 a - _r u° --- 9 WxN 93) :MV4y u'b +P Ncre ❑ ❑ ❑ ❑ 43 SAZ L I ❑ W C V - _f_- __ a Nr»re a-. ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: 4,", New' 'i ❑ e ❑ . Weal 242 _.__ e W/ 0510 Nwre .... +pu format v drom, ,- yF cEn 0 ❑ A Wall 366 l 7 0510 1Vana `era: or 1515 t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 4.J.SA2 New ❑ i p 5 fir S I ms, ��o .e 2 ?, - v 1_I CAD i LI D Q D ❑ ❑ D 1 ❑I❑i❑ tic -. leryhemfcr!:eatpumpellel"VC eetisusad axdafn chief mcap'd nos Pe 3iMN)appY� I Ere Ion, l sal nelgySOa User NUr,flea 1233 <.n. E c 'a --zv» v Naw O ❑ -06T0993:34 10: Y506 Far, aefle __ f- =730 .._.._.. .- .. _._- 2a N 4 M. i.... I} C- ._._..._.._.�- _....... _ a m t .....__.Y_._ ❑ I 0 Soo'Itool ".0 f dal lCO l ea on 388. -- re9 [ Ii F:a: filer dassbeo: Raaa2otthalrspa,t,w;l . ha l does rct meet comp( al:v. FENESTRATCON SURFACE DETAILS . i G' - a v`g` qq "t 0tiy aaa,' 5 E 8 to ay 11 5 . __ a Rotational n a eC 'A E° ri o g m ,a �o - Trq:3D T rg oa al k �� o vr°n 1 itriial 90 said, :.290 NFHL 0,,24 ca'. as cy L l ❑ ❑ 2 WVldav I (9119 0890 NFFN.' 090 N6 - "G R Nmv j p p __..__.__ to le " N s ..... ❑ I _ ❑ ❑ __ to ❑ Q _ ___ _ ro IffiQ __ ❑ ❑It1 : ❑ 0 ❑ ❑IOiC ❑ ❑ ❑ Q i ❑ _ ❑ vii y to S. m2 ❑ -- F- „308 D Ia M _ L-_-_- -_. _ ❑ - pl❑ 4 _ _- - - __ -.. _... ❑ t ❑ ❑ _ ❑ ^ ❑ ❑ ealmtr -d sin4utd tesida t!aICC, pI M,, 1 P 4 °350 r 2 I3 Fa :aa- de:crbo cn Paga 2 of c e I nsPeClmi �ra9kl n -o:m ale �xs aixxcp eta a:Non to ter §ot Van jbd!din9Flana II ne9esauy- ❑❑n ❑ ❑ ❑0D❑❑�❑ �I m, 011 b , of ¢' Yt ,a `m C U 8m 2 5 w rgwiI❑O0 W 'g' ndNm INS aba 0.6 ( q,l ` ............... .. I I .. I R in grg ,` 0 N £ v, r'j m 0 if `ur IF c. d , >- o"- oc n n n ❑ ❑ ❑ ❑ ❑ ❑ 0 D ❑: ❑:❑ t7 _ - to e15 ��, I W fi ST- M ULI o & e 3 �, W _ .. _ .. _ 1 __ Z W 1. QIm5 N p L 11 5 : .8F 8 ': I R x ' D DI❑ ❑ ❑ D ❑ ❑ ❑ ❑ D D 010 ri � 4 �Im C¢P <a WI �� 5 A I,. flito ❑ ❑i❑ ❑ I ❑ 17i❑ ❑ ❑ 1 ❑I❑ O tdq ?' m vas R ❑ ❑ Oi❑ ❑ ❑i0 ❑ O O ❑ ❑ A ¢ E 1m Y Y: 5 U rS'z °a$ m W as I, i IS i gg of a aS --c C y_�._ nl - __ 6 W s.n $ .�.. o t3l ,mt� b" 2 e8a_d Ems ^EeS❑ 1 - va - mvre 314 affil o_ o, _ 0 0 C EI Q D E7 D 0 Il❑❑ D ❑ 0301❑ 0 ❑ W ! i❑ a� IF �p cn os` >45 ❑ ❑ p 0:! 11 ❑ Ili❑ ❑ OI❑ ❑ S D U o e 'n M T. = N- v c i ly R ¢ nGV C ol51 or -SIn ry _- al _ ;_ liff orr F;B, Eav -.ttoo II5 =�,'an n,nD ❑D ❑17❑ ❑rill X 0. it [:t W myth E U W c a °c �: ax > ! .... m ...._ I -. as z ` i n s in m fx r C I 1, J Q. .a ra Q3a cI ?' P m 6 c > to 2 mP' ❑ g m _.. ri ❑ s . ❑ ❑ ❑ ❑ ❑ ._- ❑ ❑ D'❑ I 1..... ,Z' a ❑ D ❑ ❑ ❑DD❑❑❑❑❑ ; aEl 1 W 4! is N U to o" s¢_ ww polo o a '''' ! ly v° E $n 8 �E �i C n € - ~ sag. '❑�qmym�,a t^" �C st mEO Q$'a$ E mS la") fl ' m 1 14 x❑ D n D D D D I:I w $ TRT C! �d - D CIn 1 O D R❑ ❑I❑ ❑ ni❑ ❑❑ D L.e' u' m a _ F x x Boa T- F' m S ¢d4 c e °6av m€ E mac ado O t�� W v Sm41 aSt'. 17 ob'Yi ° Z _. ... __ ._- U __ ¢ o {`no LAN CN i� uni Ca w O _.. .._. 1.... ...__1 G -. ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Fr on NNana e Moonlight ht Beach g M61201z DESCRIPTION __- ___.___ ._______ ____.____ Building Emosi Measures: V NSta'JEd insulating material shall been 0'Y[A etlb tie md'mfadUrEY to rq WI[h the C.a10rnlaQltLT "ia(a' mp Y § ) Standards for nsulatlno materiel Tid22D C'faP erl A'ticle'. shelf installed incampiarcewah the auto spread rafiny and smoke density requue nenis of -talc; Mead, § oeaions 260 = ar!g IOf of Title 2d, Part 2. 0sonni 707.. This __1 Theoca ue Orions ill ncrrsside'id buildings s'L..I have Insulation with an irsia IEd fl -slue §'tali , 4 P g between partial members of ro as than 913 between fr min members. A�: Foundations, andopenings in the building that are s�eryouna E rocs of air leak ashall be eaul:c ^d ashetEC 3 li7 g g A we'1ih5 shl Ed or otherwise sealed. � Manufactured w l products an.d anal does shall navea e a nt iidn 0 ., f d f . r s § '16 f w:edo w Brea ,03 C,,d d 0 a 10 _sd ialc a I Us canrfC a d.; a.Tc,,: .n.ider.ni si c tlor swtn6 nq and siidm,,2L art ,, c° I � °riot n n esl`IS nisi double tloors (twin in § 116 a 2 Fenestration d 'aff r s ha.. d be rated in acord , ^ e w nh NFiC fA or default t - fabe' Feneetrat!on SHGC shall be rated in accordance whh Fell2 C a` hi 100 for file -bolt torroac a nn or §t t6(a 3' the alp OcaGie define: SiluC. p Site Constructed oors Wildcats -and Skylights shat be caulked betue N :. an h building D enLaan ,and .are Shall be s. , t. i5h. "' wealhErstrippetl (except for unfmmad glassd or_and fire dm[s). _ ❑ En ha 51 D' iiin 10: Y-.905 Fell, =17:1:19 ARCHITECT Stephen Dalton Architects, 444 South Cadres. Studio 182 Solana Beach . CA. 92075 t: 856.792,59061 f: 858.792.5916 PUBLIC WORKS BY: DATE: _ BY: CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-IC AND FIELD INSPECTION ENERGY CHECKLIST Pn,l Noe.= Date Moonlight Beach _ 4/572012 -e:i Addoss Ciirnate ZCOa 'hele Cowed. eor Area Addition Flwr NSa 400 B Street Encinitas 7 525 I nfa GENERAL INFORMATION - Bwidir T _sr 0 Nonres!derd!ai ❑ Hlgh -Rise Residential ❑ Heteh Fetal: Guest Room ❑ Schools Pubt:- school) ❑ Releatable ubuc Schavl 0 Conditioned Spaces ❑ Vflcournered Spares - Bldg. r ❑ Sh ii bt Area tn' Large Enclosed Some .,,r0 t- 11 directed ircluda the ENV d., w _ _ Sky 9 _ ?19 p --------- with sUbmntel) construction 0 IVew Censirucebn p Atldhion p Aheratioit Phase of ---- -- Approadl of COmPlian.: ❑ Qomppreat ® - °slErnelope ❑ unwnd Honed {Ella ahltlevil) Front C,mindnon. N, E. S, W ram Degrees. o5dcp FIELD INSPECTION ENERGY CHECKLIST OPAOUE SURFACE DEFA dS INSULATION _ ❑ ❑ 'k °to ❑ - c 5 S+a ¢ ❑ x_ _ I . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ PTVnxl Wei ht 9 _goal zs6:k ❑ Q ❑ ❑ F mdu- �W -'E u W' ra E2 H wu' s e ❑ ❑ c 5 to R u T. D Assembi T p _ _.Y�E_ -._ X- love) 13 C ❑ ❑ ¢ t3 a - _r u° --- 9 WxN 93) :MV4y u'b +P Ncre ❑ ❑ ❑ ❑ 43 SAZ New '' ❑ I ❑ 1 'Nail 256 (S7 05:0 Nr»re oafAyLlqula Raid AppiMc. atlltgs. ,h .t"m,6t�apldeda.EEhae,fra .,rfacsaM rceet,hed, m:0,C,i,iso Cs 02dNf& racomm.lMbyt..Igs rt',11r.raldmaetmnmun Fret' ndNFl!stAh§118(!W. Sedeteelapidicblatocang : s ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: 4,", New' 'i ❑ e ❑ . Weal 242 _.__ e W/ 0510 Nwre an Co F nrrel 1 r t44 c, format v drom, __ 43 SA2 !Naomi _ 0 ❑ A Wall 366 l 7 0510 1Vana `era: or 1515 t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 4.J.SA2 New ❑ i p 5 has 525 7J) 1N{yL- ..__. ......... ......_.. ............. ..__ ... - - AL Cleeld Ch na rated. I '4xd i Tiott a 9a$aelir9 l!Yes o 42.1 A4 New ! ❑ ❑ 6 51aA 526 ,M Pa!lai , ,r.,I,..,,".pslac:ex�lusvesfol- tic -. leryhemfcr!:eatpumpellel"VC eetisusad axdafn chief mcap'd nos Pe 3iMN)appY� I Ere Ion, l sal nelgySOa User NUr,flea 1233 R., ode, 2012- 4 me.o3:3n :? _903 __ ............ Pigi st.p 19.) ",of Naw O ❑ -06T0993:34 10: Y506 Far, aefle __ f- =730 .._.._.. .- .. _._- 2a I} C- ._._..._.._.�- _....... .....__.Y_._ ❑ I 0 Soo'Itool ".0 f dal lCO l ea on 388. -- re9 [ Ii F:a: filer dassbeo: Raaa2otthalrspa,t,w;l . ha l does rct meet comp( al:v. FENESTRATCON SURFACE DETAILS G' `o aaa,' 5 E 8 to ay 11 5 . __ a Rotational n a eC 'A E° ri o g 0 a lif a - Trq:3D T rg oa k �� o vr°n 1 itriial 90 said, :.290 NFHL 0,,24 eye. M Nnro' l ❑ ❑ 2 WVldav 124 (9119 0890 NFFN.' 090 N6 - "G R Nmv j p p __..__.__ 0l ..... ❑ ___ ❑ _ ❑ ❑ __ to ❑ I _ _ __ - _ ___ _ __ _.._ ❑ : ❑ ❑ a -. ❑ i ❑ _ ❑ -- D Ia M _ L-_-_- -_. _ ❑ - pl❑ _- - - __ -.. _... ❑ t ❑ ❑ _ ❑ ^ ❑ ❑ ealmtr -d sin4utd tesida t!aICC, pI M,, 1 P 4 °350 r 2 I3 Fa :aa- de:crbo cn Paga 2 of c e I nsPeClmi �ra9kl n -o:m ale �xs aixxcp eta a:Non to ter §ot Van jbd!din9Flana II ne9esauy- Erre,gY, 5.1b Ener 'arGt {�spMmbEY.' secs ;awcgde: 2012P#Oarrybdit de tO:Y -605 Aa a9r i4 MECHANICAL MANDATORY MEASURES; NONRESIDENTIAL MECH -MM ale rua:r'e Data Moonlight Beach 1 4 152012 E ui menl and S stem EfNclencies §111'P Any epo7aoe i¢wh!chthere is a Cale, nor dookerd established in the Appliance Prudent; Sesilareas will campy W14t,:e` licagri4ama( §1 lithe. Fa.. type central happens shall respre, a Plot light PI ping, well the ordea fluids a Temperatures bebY er W and Y0 de, §123 f r p 7Yaas Fat'enheit or wlh!n HVAC s c reel[ shat ce tauaced in.roo. .-,ill Ste dal sSection 3. 2 q P __ _ _ A handling data star, shell be diddled and insulated :n com fiance with §f 24: g Y p 5nd;ions 601; 602 603 604, and %a:5 a the Lisp SYa,dards Controls §122e. Eachs .cordon rstein shall be Installed won o .'e of Se following: § C 7 _ .. A. E h tonal ron s fain sermn t Idm -f - as offices and u ithrx ns f. f ran; all abet rim- - Pa 9 Ys U 9 YPn% headed an ,,c l soL eW :, pt from the requirements stnonsa it eC[bn 11 2 (Seoulli b lists Il with hot. hi c tl, Tl .ei[ch with an I acxs: k, l.u.pVerrdehatglbwso a:dplftfe,.kddar-;zallh d / oUtD' f°f u 1U tIC 5. `P.tirfl3 S`Nltl`il P° p hen oe able o 0 ranrr n dice Pnt schadul2s fcr va,ektla antl weekends cap p g g ys and naYE Pr^g T badfUp c all IL -(hat as bps of tfadevices ro ran 'n1 're satin for al least l0 hou^ xfcr i;;Imenu ied:x 1 Ali ds..tro rr./ ser_m e derirol the opera_:_g Period re the system; or 1C AdIl caner that can be mentallo reed to control the Period __ _ 9 Pe p ad of he system operating Y _ __ P Eachs ae condnmnug system dial be s aley with partial that temporarily estmt and temporarily opta ie system as required to maintain ate baclhearing and/or statue .slims [he rnoat selpomt Each s ace condition s 1Pm 152 u. k zo. es with a combined conditioned fl 't P Ys p 5. oar area more than ems 9 y square feet shall be mue,fle with , or d Z nos Each zonhe al shall not @Ka@Rtl 25.06(1 name teet'shall bs osiae I22 ', 9 P square § (g.: with isolation devices suc+I a. ,aTo -, a : that show the 1514 of t pi Y heating ;ailcoolingto be setback ff.. ` --ndepard other rseWGOn arsa�artl tai ix on tuned bvatlma plural device as described above. fi2213: Thermostatsshell havenumericesp.ins hd araesfahienhalt(F)antladluaGril>k setpo M.,tops passage only to romple ind personnel Heat um shall be nstajled watt! controls to raven all afters. s p IameMa he-il2 m iar.v�en to p ,•�r t a ry rNw 22 L`: § () ad ran to met by the heat pump alone Each 3 _ P sr unions used to c system ha sing, be coniroil she be adjustable therm t p g y y csta Ynat raspontlst erp_latuewdh ntde zil le- unions u ad to control heating the .ntrr shall, ad{us a need down Ib 55 an r of star 'or boom} the both §122('aBbJ. colirolshallbeding ab,oePio85 degrees F egreesF Wherevnedhe supply hoping ang andc cooing is off moot or be capable of ao'mding a deatlband OS a last 5 degree F within which tilE supply of heating and c„o Ing is shut off or reduced to aminirruam. Ventilation S 211). Cchusis shall be provided to allow outside an doorr is re devices t0 no Operated at the Ventila +ion racy a,. rhonfied On these plans. 2'T' . All l ry vem!lags stems till be P ovaed yen aotOmhc or ratd dY35ab5 formarly oP eratsC discuss ail apE {1O1t1E 0Ut5da troops Alfbt oil at'00annS. 9 P` g _ _ ____ Ventilation .5xslefr ACCEptarldeaBP min ail spoeor patron is ranted for :� ^Y 9 a newly annstruned bulWm� o: wane, or a §121 p): ersi rspo.chat'be:v!rggnra Lading o space or patrol for normaluseA rinds anon systems carving the relay beer or ace shall be.nitied as naetir. the A. '.an. RS uitemants for OC;kx COm Hance Service Water Heating S tams §113,; retaiatiion if em raure control for public lavatories. The control hall Imh tra out pe P _ .. ....um tot .. F r Competing servo a watenfroating systems shall have a central airports is of sprom tioalby!ur a l on the c!rcuiating pump ` when her andier is '1a ragu!red. __ ........ _ _.- __ t:>°'FIO St DYE_ YSOA Lsn A"'year. 1233 Ronfbdei2012rO 0WWfWn 4 1b y'-905 Pe ie x119 ENGINEERING DATE: APPROVALS BUILDING & PLANNING zli DATE: PARKS & RECREATION p BY: - -ate '"' BY: - DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV -iC AND FIELD INSPECTION ENERGY CHECKLIST eMNams Moonlight Beach i Datm I 4MO12 ROOFING PROQUCT COOL RQOFS` MOonlightBOach ;Note tl ,hc o..dn9 Prmduc i; not CRRC c Inr.led, Hs compliance approach csnnot be used). 60 to GVara1 Envelope Approach or _Pean'manCe Aoarca: h. GH£CK APPLICABLE 00X BELOW IF E%EMPT FROM THE ROOFING PRODUCT "CODLRD OF' REGUIREMENr3: Pass Fair RA ❑ RooingcomlOiaicar reWredrCl'ruata ZNl% 1 sndtowifial - °roped. 2.12insoh rllow 4162012 C iMiaNt j ❑ ❑ Reafing cnmHiatce lams tied in CI'wat 1. ,art .frodacxed a8 let hen6 ivfl'. Iseate man 2.:2 nosh. ❑ ❑ ❑ .nw slo ad VJoed framed rook In CllmaY Zaxe 3 and s arc xa a^ -- teal. solar regeciance, e rid 9lamal arcril!ahCe or ❑ SRI first ave a U-nest e 0 o.039 or lower Sae Opaelx Suia Cm "',s samblY. Cdamm H Cf ENV -2C. Low trifed lMta bald qyou, ' ornste send a and 5 fee exam( %ad soar relpi and tlemnf froi!„»nce or SRI R dnathas aUfaN'ol0 rile or over. SeeO us Surface Detailsroof astern below. COlumnH Of FNV2C. _�'' -� ❑ ❑ ❑ ! ❑ ❑ the roPf use rmreradbb18R_4 e add MowI1NC aisandbuiltlit into ratsdsolalwrmal dsae ❑ J P ph Pan 9 9 pan d. sal rraaan exam .e a - ante §1daler -,al em rc_ance or SRI, sal eaasheeicalcNatorawww.ma wrl!1e24i p asp _�.a N'` ❑ _ ❑ ❑ Food T.(Pwd. all. harrral msss over the turf memMalawihawagN Ofdleast z5lbN1'ere exemid from ❑ tlls Cac 9aot«aedabelmv. .❑ ❑ - c I I T -24 Smi.ha C ❑ -a- 1 -IIF4 h destrbaoni, p�,g Cfi -116, e-d nChs ist F.r .dtdt .M.Wi W.J. ocorcect. VedlYbeilding Bans'fnxesswy, . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ PTVnxl Wei ht 9 _goal zs6:k ❑ Q ❑ ❑ F mdu- Ag ed Solar mEm ❑' ri»mld SF" Pas ❑ ❑ °T ii C I ❑ ❑ ❑ thermthol Ventilation ' '3: eYm love) 13 C ❑ ❑ Time CCnirsl 8 ... _ ------P- N 12210 11 No laseed, on,'ked -- 13 11 ❑ ❑ ❑ ❑ 123 ❑ D'sr rom oa: flwalue 124 _ 13 ❑ ❑' Q C ns CRfl od. DPI I^,M'xl Ce oManed horn the Goal flcol Baling COUllail'6 RB18d PlDduCt Dlrader}' of Cis foureavearg sm'slul 2 imbet n of dduR's air used be her f le roof as alto f. talc i etc. 3. If me read releaseces nat pailable'n to Cod Fr NotfoCUVNaI's Feet non use ht Idual ReHacalece value hm •.tale 0oa -t re tdN id cSor7 0.2t obtai acdu fed d al who to Iasi Son Reflacrar:m IT fit Cool se R 9 P oR T'"JPdM Rat aril -tar P sit 9 ry 4, Check box d Rbeeda ale is a s. , afar a- h W Ag 9 sg A s. The SRI asfob Wedi .dh t oaf of t el 3. IFal trend :ba ooh su tlla ins oc ha41'PF dPdt F9a Mi te 1 ^t.J Id. one _ s oafAyLlqula Raid AppiMc. atlltgs. ,h .t"m,6t�apldeda.EEhae,fra .,rfacsaM rceet,hed, m:0,C,i,iso Cs 02dNf& racomm.lMbyt..Igs rt',11r.raldmaetmnmun Fret' ndNFl!stAh§118(!W. Sedeteelapidicblatocang : s ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: TrAnt &b - 1020013fcr6r - _ -- --_- _- sectored F -9 ofmL d . 4(aab oia n gle o` an Co F nrrel 1 r t44 c, format v drom, sp opul txsai.h 144m) ft'i Pressure Haset DE^ col Y -44 c Yes SIm!111Yae0.s rodiCad ,',44rd ifb T ..... _..... _ `era: or 1515 t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 Fa s, twit, ponsianf Tamp sort ,ii snntrea Goa chosen Ten'p Effort, iresect Heap 1N{yL- ..__. ......... ......_.. ............. ..__ ... - - AL Cleeld Ch na rated. I '4xd i Tiott a 9a$aelir9 l!Yes o MECH4-Amustuesu'ame6d 144(k) -- No ___ t Ilsdca dl,(Mnt,.:h- Pa!lai , ,r.,I,..,,".pslac:ex�lusvesfol- tic -. leryhemfcr!:eatpumpellel"VC eetisusad axdafn chief mcap'd nos Pe 3iMN)appY� I Ere Ion, l sal nelgySOa User NUr,flea 1233 R., ode, 2012- 4 me.o3:3n :? _903 __ ............ Pigi st.p 19.) E Rp5,1b Exr 9 Usa'NUmb :7233 Flannel 2012 -04 -06T0993:34 10: Y506 Far, aefle 2a G' rg 8 0 0l It a �I I ( I I I R in O W S A I,. flito ❑ ❑i❑ ❑ I ❑ 17i❑ ❑ ❑ 0 ❑I❑ O D R ❑ ❑ Oi❑ ❑ ❑i0 ❑ O O ❑ ❑ A ¢ E 1m W as I, i i gg 6 W s.n $ r 0 0 A'tar� lac os>,xG ❑ ❑ ❑ID. ❑ ❑ O D ❑ ❑ 0 ❑ 19 ! i❑ ❑ ❑ ❑ ❑ p 0:! 11 ❑ Ili❑ ❑ OI❑ ❑ S D U o e 'n v a al _ ;_ X 0. .. .... ...._ -. as z ` i n s I 1, .a mP' ❑ g m _.. ri ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D'❑ I D ❑ D ❑ ❑ ❑DD❑❑❑❑❑ ; aEl 1 W 4! C n € - m 1 14 x❑ D n D D D D I:I ❑ El 17 D CIn D O D R❑ ❑I❑ ❑ ni❑ ❑❑ D ❑❑ Z _. ... __ ._- __- __ f _.. .._. t _ G Q 61 I J d - .. ..._ _ - -_ _....... I ......... ..- _ �. _ re a O I U o { s ILL. Q U is UJ of I-I 4 s U w se - 4' w` m m m' m m .0 n) ' 3 2 !T'1!a ,Ej C ,I5 z 1. j Woo ag I` l I MECHANICAL MANDATORY MEASURES; NONRESIDENTIAL MECH -MM ale rua:r'e Data Moonlight Beach 1 4 152012 E ui menl and S stem EfNclencies §111'P Any epo7aoe i¢wh!chthere is a Cale, nor dookerd established in the Appliance Prudent; Sesilareas will campy W14t,:e` licagri4ama( §1 lithe. Fa.. type central happens shall respre, a Plot light PI ping, well the ordea fluids a Temperatures bebY er W and Y0 de, §123 f r p 7Yaas Fat'enheit or wlh!n HVAC s c reel[ shat ce tauaced in.roo. .-,ill Ste dal sSection 3. 2 q P __ _ _ A handling data star, shell be diddled and insulated :n com fiance with §f 24: g Y p 5nd;ions 601; 602 603 604, and %a:5 a the Lisp SYa,dards Controls §122e. Eachs .cordon rstein shall be Installed won o .'e of Se following: § C 7 _ .. A. E h tonal ron s fain sermn t Idm -f - as offices and u ithrx ns f. f ran; all abet rim- - Pa 9 Ys U 9 YPn% headed an ,,c l soL eW :, pt from the requirements stnonsa it eC[bn 11 2 (Seoulli b lists Il with hot. hi c tl, Tl .ei[ch with an I acxs: k, l.u.pVerrdehatglbwso a:dplftfe,.kddar-;zallh d / oUtD' f°f u 1U tIC 5. `P.tirfl3 S`Nltl`il P° p hen oe able o 0 ranrr n dice Pnt schadul2s fcr va,ektla antl weekends cap p g g ys and naYE Pr^g T badfUp c all IL -(hat as bps of tfadevices ro ran 'n1 're satin for al least l0 hou^ xfcr i;;Imenu ied:x 1 Ali ds..tro rr./ ser_m e derirol the opera_:_g Period re the system; or 1C AdIl caner that can be mentallo reed to control the Period __ _ 9 Pe p ad of he system operating Y _ __ P Eachs ae condnmnug system dial be s aley with partial that temporarily estmt and temporarily opta ie system as required to maintain ate baclhearing and/or statue .slims [he rnoat selpomt Each s ace condition s 1Pm 152 u. k zo. es with a combined conditioned fl 't P Ys p 5. oar area more than ems 9 y square feet shall be mue,fle with , or d Z nos Each zonhe al shall not @Ka@Rtl 25.06(1 name teet'shall bs osiae I22 ', 9 P square § (g.: with isolation devices suc+I a. ,aTo -, a : that show the 1514 of t pi Y heating ;ailcoolingto be setback ff.. ` --ndepard other rseWGOn arsa�artl tai ix on tuned bvatlma plural device as described above. fi2213: Thermostatsshell havenumericesp.ins hd araesfahienhalt(F)antladluaGril>k setpo M.,tops passage only to romple ind personnel Heat um shall be nstajled watt! controls to raven all afters. s p IameMa he-il2 m iar.v�en to p ,•�r t a ry rNw 22 L`: § () ad ran to met by the heat pump alone Each 3 _ P sr unions used to c system ha sing, be coniroil she be adjustable therm t p g y y csta Ynat raspontlst erp_latuewdh ntde zil le- unions u ad to control heating the .ntrr shall, ad{us a need down Ib 55 an r of star 'or boom} the both §122('aBbJ. colirolshallbeding ab,oePio85 degrees F egreesF Wherevnedhe supply hoping ang andc cooing is off moot or be capable of ao'mding a deatlband OS a last 5 degree F within which tilE supply of heating and c„o Ing is shut off or reduced to aminirruam. Ventilation S 211). Cchusis shall be provided to allow outside an doorr is re devices t0 no Operated at the Ventila +ion racy a,. rhonfied On these plans. 2'T' . All l ry vem!lags stems till be P ovaed yen aotOmhc or ratd dY35ab5 formarly oP eratsC discuss ail apE {1O1t1E 0Ut5da troops Alfbt oil at'00annS. 9 P` g _ _ ____ Ventilation .5xslefr ACCEptarldeaBP min ail spoeor patron is ranted for :� ^Y 9 a newly annstruned bulWm� o: wane, or a §121 p): ersi rspo.chat'be:v!rggnra Lading o space or patrol for normaluseA rinds anon systems carving the relay beer or ace shall be.nitied as naetir. the A. '.an. RS uitemants for OC;kx COm Hance Service Water Heating S tams §113,; retaiatiion if em raure control for public lavatories. The control hall Imh tra out pe P _ .. ....um tot .. F r Competing servo a watenfroating systems shall have a central airports is of sprom tioalby!ur a l on the c!rcuiating pump ` when her andier is '1a ragu!red. __ ........ _ _.- __ t:>°'FIO St DYE_ YSOA Lsn A"'year. 1233 Ronfbdei2012rO 0WWfWn 4 1b y'-905 Pe ie x119 ENGINEERING DATE: APPROVALS BUILDING & PLANNING zli DATE: PARKS & RECREATION p BY: - -ate '"' BY: - DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV -iC AND FIELD INSPECTION ENERGY CHECKLIST eMNams Moonlight Beach i Datm I 4MO12 ROOFING PROQUCT COOL RQOFS` MOonlightBOach ;Note tl ,hc o..dn9 Prmduc i; not CRRC c Inr.led, Hs compliance approach csnnot be used). 60 to GVara1 Envelope Approach or _Pean'manCe Aoarca: h. GH£CK APPLICABLE 00X BELOW IF E%EMPT FROM THE ROOFING PRODUCT "CODLRD OF' REGUIREMENr3: Pass Fair RA ❑ RooingcomlOiaicar reWredrCl'ruata ZNl% 1 sndtowifial - °roped. 2.12insoh rllow 4162012 C iMiaNt j ❑ ❑ Reafing cnmHiatce lams tied in CI'wat 1. ,art .frodacxed a8 let hen6 ivfl'. Iseate man 2.:2 nosh. ❑ ❑ ❑ .nw slo ad VJoed framed rook In CllmaY Zaxe 3 and s arc xa a^ -- teal. solar regeciance, e rid 9lamal arcril!ahCe or ❑ SRI first ave a U-nest e 0 o.039 or lower Sae Opaelx Suia Cm "',s samblY. Cdamm H Cf ENV -2C. Low trifed lMta bald qyou, ' ornste send a and 5 fee exam( %ad soar relpi and tlemnf froi!„»nce or SRI R dnathas aUfaN'ol0 rile or over. SeeO us Surface Detailsroof astern below. COlumnH Of FNV2C. _�'' -� ❑ ❑ ❑ ! ❑ ❑ the roPf use rmreradbb18R_4 e add MowI1NC aisandbuiltlit into ratsdsolalwrmal dsae ❑ J P ph Pan 9 9 pan d. sal rraaan exam .e a - ante §1daler -,al em rc_ance or SRI, sal eaasheeicalcNatorawww.ma wrl!1e24i p asp _�.a N'` ❑ _ ❑ ❑ Food T.(Pwd. all. harrral msss over the turf memMalawihawagN Ofdleast z5lbN1'ere exemid from ❑ tlls Cac 9aot«aedabelmv. .❑ ❑ - _ -� ❑ Hyn' Id.Mm ixdd' IrgsandhrMsandme ,asuittloaicpodrwfs:l Cfmlete Zoraslhagil B, 12tietoxe wayrosed from the loncloned n atn oateda I T -24 Smi.ha C ❑ -a- 1 -IIF4 h destrbaoni, p�,g Cfi -116, e-d nChs ist F.r .dtdt .M.Wi W.J. ocorcect. VedlYbeilding Bans'fnxesswy, . R A t D cR ct Rad:aore I Humne% <aie o2'Its ❑ ❑ ❑ ❑ PTVnxl Wei ht 9 _goal zs6:k ❑ Q ❑ ❑ F mdu- Ag ed Solar mEm ❑' ri»mld SF" Pas ❑ ❑ °T ii C ❑ ❑ ❑ ❑ thermthol Ventilation ' '3: eYm love) 13 C ❑ ❑ Time CCnirsl ❑ ... _ ------P- P b 12210 11 No laseed, on,'ked -- 13 11 ❑ ❑ ❑ ❑ 123 ❑ D'sr rom oa: flwalue 124 _ 13 ❑ ❑' Q C ns CRfl od. DPI I^,M'xl Ce oManed horn the Goal flcol Baling COUllail'6 RB18d PlDduCt Dlrader}' of Cis foureavearg sm'slul 2 imbet n of dduR's air used be her f le roof as alto f. talc i etc. 3. If me read releaseces nat pailable'n to Cod Fr NotfoCUVNaI's Feet non use ht Idual ReHacalece value hm •.tale 0oa -t re tdN id cSor7 0.2t obtai acdu fed d al who to Iasi Son Reflacrar:m IT fit Cool se R 9 P oR T'"JPdM Rat aril -tar P sit 9 ry 4, Check box d Rbeeda ale is a s. , afar a- h W Ag 9 sg A s. The SRI asfob Wedi .dh t oaf of t el 3. IFal trend :ba ooh su tlla ins oc ha41'PF dPdt F9a Mi te 1 ^t.J Id. one _ s oafAyLlqula Raid AppiMc. atlltgs. ,h .t"m,6t�apldeda.EEhae,fra .,rfacsaM rceet,hed, m:0,C,i,iso Cs 02dNf& racomm.lMbyt..Igs rt',11r.raldmaetmnmun Fret' ndNFl!stAh§118(!W. Sedeteelapidicblatocang : s ❑ Alan num F',mslted Ne ds Roof COacrrP ❑ Camerrt -Bused Rooi CCatlny ❑ Other ......_I DI rie126: TrAnt &b - 1020013fcr6r - _ -- --_- _- sectored F -9 ofmL d . 4(aab oia PmpoadCaol'^cCaFacr9 ,144,03 o, OahbN _ .._- .... -.. an Co F nrrel 1 r t44 c, format v drom, sp opul txsai.h 144m) ft'i Pressure Haset DE^ col Y -44 c Yes SIm!111Yae0.s rodiCad ,',44rd ifb T ..... _..... _ `era: or 1515 t 144(81 red sera assio ly E� Prpb 1 b•Fr -Stn User NvnAer: 129! RunCade: 2012-0d-0G10boom V. Y -405 Fa s, twit, AIR SYSTEM REQUIREMENTS (Fart 1 of 2 ) MECH -2C 777d Ell e Date MOonlightBOach Dole 1 Moonlight Beach Designer: Thiao:rr nsu .red by i[edesigner aria oriental to ilia plans. L!stedralowis3heame tancet2' a: Lnvelo e 4162012 tfene fenestration require an acceptance test. It all the are built fenes{rallan of a 2.ala type requires atasL GsF the different fer!as4raticn quire iMiaNt B e Air 5 terns T Central single Zone Pad1 a VAV ail aim... s, 1 Item m syseft ra Tags Systems Acceptance . Before Occupancy Permit 11 granted for r.s whenever new or meeting in.lAptiburring rospaeor fare trillion is installed Ir. the building or space shall be codified as meaLlg the Acceptance Regwremants- Th The ENV- 2A'.arm is trod considered a complete fo n and is not to be accepted by the entoreamgnt aegncy unless The 0.sA I PIT U" HP. 1)_ _ I Uri -Ureakr out and signed tones before the building can reactive foal xcu anc Y Ansel Cho ENV for each diagram Number of §y,re . ,_______ -_ That Description ENV -2A__ _ Test Performed BY: _ „�� I Ii,A a e Pa Roerece a Pw6 m Sram a w4 natural he a gc ible will MANDATORY MEASURES I T -24 Smi.ha Rer uinn -T as or Vedacatil :1ea9pCq.:f rt'RCa -Y !12tfl) 341 HSPE Cool lg Innimen Eifiaemf 1IIand me --------- - __ ___.. -___. HVAC New from, Thernmental I lel 1IN11 Na inumser C'1f.1J1e1Therrofat 112(e) 1150 we -- Hater I Vierflagen 1 1211bi Yes thermthol Ventilation t21(bl '3: eYm VAV ifiriand, Pearrion CNN love) No DNnanc Control Venial 121 ___-- Time CCnirsl 1 , 328 - Rrophromoule Sol Setback and Seep Coehol 12210 11 No laseed, on,'ked andial royal Call i22t _ seal Z :vii 'Vs Fee la n 123 &,ice Wear HNpl w „IrstallaLm D'sr rom oa: flwalue 124 we _ ,__ PRESCRIPTIVE MEASURES Pool and Sp, fru Cv..r:a COr4d Coincided Gmgn Heahn 144;aA bl You Pro'sed H : gC p ct1 TrAnt &b - 1020013fcr6r - _ -- --_- _- sectored F -9 ofmL d . 4(aab oia PmpoadCaol'^cCaFacr9 ,144,03 o, OahbN _ .._- .... -.. an Co F nrrel 1 r t44 c, format v drom, sp opul txsai.h 144m) ft'i Pressure Haset DE^ col Y -44 c Yes SIm!111Yae0.s rodiCad ,',44rd ifb T ..... _..... _ `era: or 1515 t 144(81 red sera assio ly Hasa LPPA'Rreat I i44q ponsianf Tamp sort ,ii snntrea Goa chosen Ten'p Effort, iresect Heap 1N{yL- ..__. ......... ......_.. ............. ..__ ... - - AL Cleeld Ch na rated. I '4xd Tiott a 9a$aelir9 l!Yes o MECH4-Amustuesu'ame6d 144(k) -- No ___ t Ilsdca dl,(Mnt,.:h- Pa!lai , ,r.,I,..,,".pslac:ex�lusvesfol- tic -. leryhemfcr!:eatpumpellel"VC eetisusad axdafn chief mcap'd nos Pe 3iMN)appY� I Ere Ion, l sal nelgySOa User NUr,flea 1233 R., ode, 2012- 4 me.o3:3n :? _903 __ ............ Pigi st.p 19.) CERTIFICATE OF COMPLIANCE (Part 3 of 3) Eli AND FIELD INSPECTION ENERGY CHECKLIST muset Nano Date MOonlightBOach I 4? &2012 RequirsA Accaplancn Tests Designer: Thiao:rr nsu .red by i[edesigner aria oriental to ilia plans. L!stedralowis3heame tancet2' a: Lnvelo e Fe aeons system. The designer is required to Check the acceptance tests and list all the fenestration that tfene fenestration require an acceptance test. It all the are built fenes{rallan of a 2.ala type requires atasL GsF the different fer!as4raticn quire producte and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual d e5 0 TibES too test, SIrC a this 4 r' will be pan of the plans. com letion of this seco will allow I. a r ES^ CnsCE narN to bu(Iget for the scope of work appropriately, Enforcement : A enc 9 Y Systems Acceptance . Before Occupancy Permit 11 granted for r.s whenever new or meeting in.lAptiburring rospaeor fare trillion is installed Ir. the building or space shall be codified as meaLlg the Acceptance Regwremants- Th The ENV- 2A'.arm is trod considered a complete fo n and is not to be accepted by the entoreamgnt aegncy unless The :0 %AC are Cltetked NndioT T:Ml and it . it dd,.I, PrI -a iierfll Ala O{ACC:r3pta'ICE iOfmlS Stlilii {Ye 9.lbmllixii0 [Ile enforcement apal that certifies plans, specdlcations, installation c s'''cales, and operating and maimenance information meet the requ!remonls of §10- 103(b) of Title 24 Par, E. The told inspector must recejs the properly filled out and signed tones before the building can reactive foal xcu anc Y Ansel Cho ENV for each diagram 4erest°atioa mdu+.211n meat be ^rnxided it the bunter of the buildln for ehgtrscards ,_______ -_ That Description ENV -2A__ _ Test Performed BY: Fars stra ion Products Names or Or Area of like Building Envelops' 1441 Rer uinn -T as or Vedacatil Products Acceptance Test 14l= " h . residers. 215 0 -__- __ �� 144!11 - _ ❑ front. 0 offelcom, senior . - ..._.- _ -.._. .... .......... _- - - I _ - ..... _ ...._. ........... to resumed musairs, am documNrted It in araparimpol k rot apoligabla pre Val "in to coleren rare to epp;rate, "d rte 13 I ' __ .___ ..__ __ ___ _..❑ ______. _ - __. -__ ____ -__ full of systems 13 -. -- MANDATORY MEASURES ❑ __ ___ ___ ___ _. .. COrC' cVJ3'ar Heater ...... Vi tx -:refer EH asY tr,36) Le £� ❑ &,ice Wear HNpl w „IrstallaLm _ _ 123 1 RegvPCtl -L.-.-- _ POOL ANT SPA Pool and Sp, fru Cv..r:a COr4d 110(0) Me Pool and Spa ondesee, 1141b) Na Poor Hous, 9 Pla „Ism 13 ., Spa Hower as Prol Lord 1,.51' nN Pit mostion ❑ 1. .wee r. Yoe osrifaad tt etc tl Ix;�d, d - Uadule a. 'fi �_ `ar 'ramari :ot aro' 9. N ' thew umn W 9 qn ] e9 +g Fit _____ ford, r 2. Foresch.., !water ddeataand ro do asX na I 1 wt fill' ref r L street ardor F( 9 Fm ) :peaficaho ec09n and paragrM m5.1 i ail YZ'woa o'h z2'a.t Usee adac- urr,n4d. if ra9u cameo(is lwtapp cable nut NIA true ut Ena'g by E.r Soli Jse +hp/r5rer: ;233 RunCatle: 2P123406T09.a3:34 So Y-90 ef4ofi4 _ O_ _. _-- ❑ ❑ ............... ..___ ___ _ - ...-._.___ ___..__- __I 6 .... -- _____ __ .... .... ._.... ❑ E Rp5,1b Exr 9 Usa'NUmb :7233 Flannel 2012 -04 -06T0993:34 10: Y506 Far, aefle WATER SIDE SYSTEM REQUIREMENTS Paft 2 of 2 MECH -2C reloc; amo sit Moonlight Beach 41VI2012 _ WATER' SIDE SYSTEMS, CMIm s Tower$ Boiler$. it dranio LLis- ___ Clem System Tags S e AS f RTU -1 HP 1° _ ...... .....- _ _ .._ Numberdc stems Y - ': . _ indicate Page Reference_ on Plans ail SpeagcaNana _ _ MANDATORY MEASURES T -2a Sectlon$ national unionsY P21. Z I PFem Iner, __ _ -_ -_ - fee __�____ -_ _ _ PRESCRIPTIVE MEASURES ..________ _T .__....__. --- .._ C' r 9 Tower Fan Coo bee 144 &b - sing Tower Flow 0,rarss 1441( Vaned. Flow system Des 9l 1441 filler aid Boller isolator 144E ring and I Resat estrous 14l= WLHP wdyi Valves 144' - r HW, Cliff WLHP Purroo HP 144E _ I on Gall L catlan 144!11 - _ eaip am need to mad he oulphn,le,el fortune or Nemeses". if arat7u amen Snot aprefinobb, ern "Reel the column front. 0 offelcom, senior For each d3 I', mower, haler .no fYdrrx'crood(m'Prou❑ of drn,t ee dRnant; fill I,, theirage ' shor w sheet analkapac, spepleattmt ca and ponal senator where to resumed musairs, am documNrted It in araparimpol k rot apoligabla pre Val "in to coleren rare to epp;rate, "d rte Service Not Water, Pool Reeiin Item or System Tags ±w a+ Heerc full of systems ' -` " 1 Pani i efen on m 5chodule ce -_ MANDATORY MEASURES T -24 Sher _ SEml HOT WATER __ ___ ___ ___ _. .. COrC' cVJ3'ar Heater 90 SMITH OEN 40 1 1 113zaj_ __.- __ ..__ ___. t .._...... .___._... Vi tx -:refer EH asY tr,36) Le £� 11 &,ice Wear HNpl w „IrstallaLm (1310) LontrnisRap- HPe- 531e5oP 123 1 RegvPCtl -L.-.-- _ POOL ANT SPA Pool and Sp, fru Cv..r:a COr4d 110(0) Me Pool and Spa ondesee, 1141b) Na Poor Hous, 9 Pla „Ism 11514 we Spa Hower as Prol Lord 1,.51' nN Pit mostion 123 U 1. .wee r. Yoe osrifaad tt etc tl Ix;�d, d - Uadule a. 'fi �_ `ar 'ramari :ot aro' 9. N ' thew umn W 9 qn ] e9 +g Fit Pl' eel to oar ford, r 2. Foresch.., !water ddeataand ro do asX na I 1 wt fill' ref r L street ardor F( 9 Fm ) :peaficaho ec09n and paragrM m5.1 i ail YZ'woa o'h z2'a.t Usee adac- urr,n4d. if ra9u cameo(is lwtapp cable nut NIA true ut Ena'g by E.r Soli Jse +hp/r5rer: ;233 RunCatle: 2P123406T09.a3:34 So Y-90 ef4ofi4 OFFICE OF THE STATE FIRE MARSHAL APPROVED ED F iRE ND P A N LY Reviewed by" ��® APR 2 7 2012 Approval of this plan does not analugh zq a,' rove app . any regulations nn OtdeviatiafI fret' ®pflicableTegulatiaub FuRI ppfeaall § §N�Jt old inspection, I Or of Approved plat "tall be available on the srelastVice at all sr EATION FIRE I MOONLIGHT STATE BEACH IMPROVEMENTS TITLE 24 CALCULATIONS DRAWING NO. 1'/'' SHEET 03 OF II 04/09/2012 100% CD 4,1 �5� i B (E l O OL % i I I I I I I - - --._ - -- -- - -- - -- - -- 10 _ - - a! - - - - - - - _ � - — - - --.. -- : T i — — -- - - -. -:.- - - -- - _-.- — — " - -_4� X16"12X12 -- - - - -- - - 7jI _. - - - - - / -� J-1---- __I - -- /7 I ^� f / I�. �1 - -- - - - -% j — t - - -- - - -- - -�% -- - - -- - - -- - - - -� I - (TYP OF 2) C -- - - - -- - I... -- - - �� -- 3 1 FLOOR PLAN M1 -1.1 MI-1.1 SCALE: 1/4" KEY NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. 1 CEILING MOUNT INLINE SUPPLY FAN. COORDINATE LOCATION WITH ARCHITECT PRIOR ❑ 12 CONTRACTOR TO FURNISH AND INSTALL 1/4" BUG SCREEN WITH BURGLAR BAR. TO INSTALLATION. INSTALL UNIT AS HIGH AS POSSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR BURGLAR BAR CONSTRUCTION DETAIL (12/A -6.6). F-2 CEILING MOUNT EXHAUST FAN. COORDINATE LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL UNIT AS HIGH AS POSSIBLE. 3 CEILING MOUNT UNIT HEATER. COORDINATE LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL UNIT AS HIGH AS POSSIBLE. 4 THRU n5 NOT USED. 71 6 "0 OR 7 "X6" EXHAUST AIR DUCT. 8 9 "0 OR 9 "X8" SUPPLY AIR DUCT. ❑ 9 14 "0 OR 20 "X8" SUPPLY AIR DUCT. ❑ 10 16"0 OR 24 "X10" SUPPLY AIR DUCT. 11 6 "0 EXHAUST AIR DUCT UP THROUGH ROOF TO GALVANIZED ROOF CAP. REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 85B.792 5906 I f: 656.792.5916 DATE: ENGINEERING BY: — DATE: APPROVALS BUILDING & PLANNING PARKAS {,& RECREATION BY: BY: "" BY: _ DATE: DATE: 04/20/2012 DATE: FIRE S� t r_, \ ... _..... g 1 OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE AND PAN C ONLY Reviewed by APR 2 7 2912 Approval of this plan does not authorize or Approve any omission or deviation from -ipplicableregulations Final Rpppovaljp @ tibjppi field inspection One set of approved pplans tali hA available on the areiect Fite at aft =;_ � f OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS FLOOR PLAN - MECHANICAL N ®�Tll� �l ty DRAWING NO. 1-TO1 SHEET E�4 OF 116 04/09/2012 100% CD 04/09/2012 100% CD I DOUBLE NUT 3/8" x W /WASHER 1 -1/4" EMBEDMENT HILTI II KWIK BOLT DOUBLE NUT 3/8" x 1 -1/4" EMBEDMENT SPRING W /WASHER HILT] II KWIK BOLT SPRING "x1 "x1 2 "x18" GA SHEET METAL VIBRATION WOOD STRUCTURE 3 16 -1 2 -1 2' WOOD CEILING STRUCTURE / / / d .. ,,, d ° DUCT SUPPORT STRAP ISOLATOR 3/8" LAG BOLT ANGLE CLIP (TYP) I I. 0 -° .. • •.: ... .' a ;.,' : a •. .. ' . '. •'' 9 ...,. 2 #12x3/4" WITH WASHER (TYP) OR BEAM CLAMP WITH SEISMIC RESTRAINS (TYP) . :' a• ..a . ,,' WOOD SCREWS -- ° ' PER STRAP (TYPICAL) 1/4" x 3/4" HILTI j ROD.' (TYPICAL). HANGER CONCRETE STRUCTURE NEOPRENE VIBRATION ISOLATOR QUICK BOLT HOLD UNIT AS CLOSE SEISMIC RETRANT CABLE 40' O.C. TO STRUCTURE AS POSSIBLE 3/16" AIRCRAFT CABLE (TYP.) PROVIDE MANUFACTURER'S FLEXIBLE CONNECTION 2 "x18" GA DUCT NUT TOP /BOTTOM WITH ISOLATION KIT RECTANGULAR TO ROUND DUCT TRANSITION SUPPORT STRAP LOCK WASHER (TYP) — TRANSITION (IF REQUIRED) 3/4" ALL THREAD ROD (TYP.) SUPPLY AIR REGISTER 3/8" NUT DOUBLE BOLTED DOUBLE NUT W /WASHER SUPPLY AIR DUCT SHEET METAL COLLAR I EF EXHAUST DUCT REFER TO PLANS FOR EF $E STEEL 1/4 "x1 -1/2" DUCT MANUFACTURER'S PROVIDED MACHINE BOLTS AND BRACKET. ROUTING AND SIZE SUPPORT 8' -0" O.C. J L NOTES: FLEX CONNECTION 1. INSTALL TRANSVERSE BRACING AT 40 FEET O.C. CEILING ALUMINUM EXHAUST GRILLE INLINE FAN MOUNTING DETAIL M1 _11M1_2. SCALE EXPOSED DUCT MOUNTING DETAIL 2 M1- 1.1M1- 2.0 SCALE ~ -- CEILING FAN MOUNTING DETAIL 3 Ml 2.0 SCALE NONE NONE NONE DOUBLE NUT W /WASHER 3/8" x 1 -1/4" EMBEDMENT ! DOUBLE NUT 3/8" x W /WASHER 1 -1/4" EMBEDMENT HILTI II KWIK BOLT HILTI II KWIK BOLT SPRING SPRING _ ...................._._._ ,_............... . ... _.................. _.. __... ..._.. - - - -- 2 "x18" GA SHEET METAL :...:•t,..''..: ., '%' °:�;c ":�5'. ; ". - `' ° ?'::;: -r:: _ _.___._._....__– ._._ -- DUCT SUPPORT STRAP ROOF CAP 2 #12x3/4„ I WOOD SCREWS BUILT –IN FLASHING PLONGE 3/8" GALVANIZED HANGER - - - - - -- PER STRAP (TYPICAL) ROD. (TYPICAL). 45' 3/8" GALVANIZED HANGER WOOD STRUCTURE INTEGRAL ROOFING, SEE ARCHITECTURAL DWGS. ROD. (TYPICAL). BIRDSCREEN PROVIDE MANUFACTURER'S FLEXIBLE CONNECTION SWAY BRACING ISOLATION KIT RECTANGULAR TO ROUND DUCT '` 1a. y :•. ..•.. a.. y` .x:. <a,..J .�'.... °.°4h. ... y1 tv, SECURE WERE TO TRANSITION (IF REQUIRED) STRUCTURE ABOVE DIRECTIONAL LOUVERS 3/8" NUT DOUBLE BOLTED BACKDRAFT DAMPERS ROOF STRUCTURE (EXHAUST ONLY) EF EXHAUST DUCT 3/8" NUT DOUBLE BOLTED / MANUFACTURER'S PROVIDED REFER FOR UH MACHINE BOLTS AND BRACKET. ROUTING AND SIZE EXHAUST DUCT € MANUFACTURER'S PROVIDED : L NOTE: MACHINE BOLTS AND BRACKET. ATTACH CURB TO ROOF PER ARCHITECTURAL DWGS. CEILING ALUMINUM EXHAUST GRILLE I T —TOP TERMINAL DETAIL 4 SCALE M1 – 1.1M1 -2.0 UNIT HEATER MOUNTING DETAIL y M1 – 1.1M1 -2.0 SCALE CEILING FAN MOUNTING DETAIL 6 I SCALE M1 – 1.1M1 -2.0 NONE NONE NONE I i i OFFICEOF fHF a,,,c rtn� r%�nontti APPROVED FIRF D ONll R&v*vsg,_d 4 APR ?P,1? Approval of this plan doesnotauthorize or aPprove any omission or deviation from -O field�nespeettlol,"off;a� approval isubject b available or the oroject�� to a a,V - _ NOTE: * DETAILS ARE DIAGRAMMATIC. CONTRACTOR IS TO FIELD VERIFY ALL MATERIALS AND INSTALL PER CODE REQUIREMENTS AND MANUFACTURER'S RECOMMENDATION. NOT USED M1.– M1 -2.0 SCALE NOT USED g M1.– M1 -2.o SCALE I NOT USED y M1.–M1-2.0 SCALE NONE NONE :. NONE REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. aorES m re,,M,��51 F Ma " "dW "° w Stephen Dalton Architects, INC. 444 South Cadres. Studio 782 PUBLIC WORKS gy, ENGINEERING gy. BUILDING & PLANNING gy. PARKS & RECREATION gy, a FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS ACRD FILE NO. * * a3e iU..�gineering,itic. , ..��s 'l c,, opr CITY PROJECT NO: Solana Beach . CA. 92075 t856.792.5906/f:858.792.5918 DATE: DATE: DATE: DATE: 04/20/2012 DATE: MECHANICAL DETAILS SHEET 85- OF 11 S 04/09/2012 100% CD 16 L 1980 40 "X28" GARAGE PLAN (BID ALTERNATE SCALE:1 /4" = T -0" KEY NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. INSTALL UNIT AS HIGH AS POSSIBLE. 72 THRU F5 NOT USED. F-6] 18 "X10" SUPPLY AIR DUCT. F7 28 "X10" SUPPLY AIR DUCT. 8 THRU 15 NOT USED. ❑ 16 CONTRACTOR TO FURNISH AND INSTALL 1/4" BUG SCREEN WITH BURGLAR BAR. REFER TO ARCHITECTURAL DRAWINGS FOR BURGLAR BAR CONSTRUCTION DETAIL (5/A -6.5). REVISIONS I APPROVED I DATE SUB - CONSULTANT Eno= I ewoaa��lw«a. ei.a.sm ul 9mq¢go,G9Ettl Fa: �jRT/b5N Salchi Engineering, Inc. SDA PROJECT N0: 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS BY: DATE: ENGINEERING BY: DATE: OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE Reviewed by� APR 2 7 2012 Approval of this Flan doles not authorize ar ;PProve Inyortltssion at deviation f'roxa } >1t h11areguaeonsh t6alaPPtevalissUhjr +t '0 fieldiasiaacttell one sofofapproves{ plats ,701 bo available eR th€ R�©Iecf site at all ngq.Rr APPROVALS CITY OF ENCINITAS - PARKS & RECREATION BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH BY: BY: �- BY: IMPROVEMENTS DATE: DATE: 04/20/2012 DATE: GARAGE PLAN - MECHANICAL NORTH DRAWING NO. M2 -x.21 SHEET 8C0 OF (I�5� 04/09/2012 100% CD i REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cadres . Studio 182 Solana Beach. CA. 92075 t: 656.792.5906 / f: 858.792.5916 PUBLIC WORKS m DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARK"SS&& RECREATION FIRE BY: BY: U "° C BY: DATE: DATE: 04/20/2012 DATE: OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS COVER SHEET (LEGEND & NOTES) MARSHAL X ONLY ize or >m is subject :d plans DRAWING NO. �i II SHEET 57 OF 04/09/2012 100% CD PLUMBING LEGENDS & ABBREVIATIONS PLUMBING PLAN CHECK NOTES (CONT.) PIPE MATERIAL SCHEDULE 24. DECK RECEPTOR IS A PLUMBING FIXTURE THAT IS LISTED BY IAPMO AS AN APPROVED INDIRECT WASTE o ABB. SYMBOL DESCRIPTION ABB. SYMBOL DESCRIPTION A COMPRESSED AIR FSH FIRE SPRINKLER HEAD RECEPTOR. d a a w S OR W SOIL OR WASTE (PIPING ABOVE GRADE) ABV ABOVE FT FEET 25. SANITARY SYSTEM PIPING SHALL COMPLY WITH SECTION 711.0 CPC, 2010. w ce ac ° = x LJ o _' ~ �r a rn PIPING BRANCH ABV CLG ABOVE CEILING FU FIXTURE UNITS a a ° CL ` a- ` = J 0 a - 0 PIPE RISE S OR W - -- SOIL OR WASTE (PIPING BELOW GRADE) AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR 26. INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING ESTABLISHMENTS WILL COMPLY WITH SECTION 318.0 o 0 0 CD LO CPC. SERVICE ARCHITECTURAL GAL GALLON �- PIPE DROP V - - - -- VENT PIPING • AT GALV GALVANIZED 27. ALL SANITARY SYSTEM MATERIAL SHALL BE LISTED BY AN APPROVED LISTING AGENCY. INSIDE ' • 1,6,12 --{�� BRANCH - TOP CONNECTION RD -RD- ROOF DRAIN BFP BACK FLOW PREVENTOR GPH GALLONS PER HOUR WATER gEL. GRADE • 1,6,12 I. GPM 28. ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR WATER HEATER SHALL COMPLY WITH CH. BRANCH - BOTTOM CONNECTION OD -OD- OVERFLOW DRAIN BWV BACKWATER VALVE GALLONS PER MINUTE 5 CPC 2010 AND MANUFACTURER'S SPECIFICATIONS. SANITARY INSIDE -- 2,6,7,9,10 CD CONDENSATE GR GRADE SHUT -OFF VALVE IN YARD BOX GW - GW GREASE WASTE CFH CUBIC FEET PER GV GATE VALVE CONTRACTOR TO PROVIDE BACK FLOW PREVENTION DEVICE. INSTALL PER CITY AND LOCAL DRAINAGE HOUR WATER AND REQUIREMENTS. OUTSIDE • 2,6,7,8 H I UNION (SCREWED) CI CAST IRON HB HOSE BIBB T _ - CW - DOMESTIC COLD WATER F CENTERLINE HW HOT WATER 30. ACCESS LADDER SHALL COMPLY WITH SECTION 509.3.3 CPC. 2,6 PLUGGED TEE CO CLEAN OUT HWR HOT WATER RETURN SAN VENT INSIDE • HW - - - - HOT WATER 31. FLOOR DRAIN OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT -�� -- FLANGED CONNECTION COTG CLEAN OUT TO GRADE IE INVERT ELEVATION USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. INSIDE • 3,6 HWR -HWR- HOT WATER RETURN CPC CALIFORNIA PLUMBING CODE W INDIRECT WASTE GAS OUTSIDE • 4,6 BV �0i BALL VALVE CW COLD WATER KW KILOWATT CV FW - FW - FILTERED WATER DS DOWN SPOUT LEIS POUNDS CHECK VALVE EL ELEVATION LF LINEAR FEET CONDENSATE INSIDE • 5,6,10,11 BFP + BACK FLOW PREVENTER TW - - TEMPERED ELEC ELECTRICAL MBH THOUSAND BTU PER HOUR DRAINAGE STORM INSIDE - _ • - - -- 2,6,7,9,11 F DEGREES FAHRENHEIT NIC NOT IN CONTRACT PG- -�� GLOBE VALVE PG - PROPANE GAS FCO FLOOR CLEAN OUT R PROPERTY LINE DRAINAGE OUTSIDE • 2,6,7,8 FD FLOOR DRAIN POC POINT OF CONNECTION "Y" TYPE STRAINER MG -MPG- MEDIUM PRESSURE GAS PVC POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE RD ROOF DRAIN 1. ASTM B88, HARD DRAWING COPPER TUBING, FITTINGS ANSI /ASME 816.22, WROUGHT COPPER. AUTOMATIC AIR VENT G G NATURAL GAS PIPING PSI POUNDS PER SQUARE INCH REQ'D REQUIRED SPEC SPECIFICATION 2. NO -HUB, SERVICE WEIGHT CAST IRON SOIL PIPE AND FITTINGS ASTM A74 AND IAPMO LISTED COUPLING. HB HOSE BIBB CD -CD CONDENSATE DRAIN RHB RECESSED HOSE BIBB SQ. FT. SQUARE FEET MUST BEAR THE COLLECTIVE TRADE MARK OF THE CAST IRON SOIL PIPE INSTITUTE. RI &C ROUGH -IN AND CONNECT TP TRAP PRIMER PRESSURE REDUCING VALVE AW -AW- ACID WASTE RV RELIEF VALVE TYP TYPICAL 3, STEEL PIPE: ASTM A53 OR A120, SCHEDULE 40 BLACK STEEL FITTINGS: ASTM 816.3, MALL ABLE IRON, OR S SINK ASTM A234, FORGED STEEL WELDING TYPE. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI 831.2. 0 -o- OXYGEN SS SERVICE SINK UL UNDERWRITERS LABORATORY BALANCING VALE A- UTR UP THRU ROOF 4. FITTINGS: GALVANIZED STEEL. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI B31.2. A COMPRESSED AIR SO STORM DRAIN V VENT V -V SOV SHUT OFF VALVE VACUUM WT WEIGHT 5. ASTM B306 COPPER DRAINAGE TUBE (DWV) , FITTINGS: ANSI /ASME 816.29 WROUGHT COPPER AND WROUGHT GAS COCK VTR ENT THRU ROOF COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS (DWV). NO2 - NO2 - NITROUS OXIDE WHA WATER HAMMER ARRESTER FLR FLOOR PRESSURE GAUGE WITH GAUGE COCK FS FLOOR SINK WCO WALL CLEAN OUT 6. COORDINATE WITH LOCAL JURISDICTION BEFORE BID AND COMMENCEMENT OF WORK. WATER HAMMER ARRESTER WC WATER CLOSET 7. OWNER /CONTRACTOR CAN SUBSTITUTE CALLED OUT PIPING MATERIAL ONLY IF A WRITTEN APPROVAL IS OBTAINED PLUMBING PLAN CHECK NOTES FIELD INSPECTOR CONSTRUCTION. ONCE APPROVED, _ MANUAL AIR VENT _ _ UNDERGROUND COMPLY WT HI ASTM-D2321. BUTTERFLY VALVE 1. WHERE NON- METALLIC PIPING PENETRATES AREA SEPARATION WALLS, THE FIXTURE CONNECTIONS THERETO SHALL 8 L EU BERRIED RMUST BSOILRENGINEER FLOOR SINK NOTES BE OF METAL ONLY. APPROVED AND LSTED. CONTRACTOR VERIFY WITH FOR LEVEL OF ORROSIVENESSO -� SLOP - IN DIRECTION OF ARROW BEFORE BID AND COMMENCEMENT OF WORK. FLOW - IN DIRECTION OF ARROW 2. NO VENT IS PERMITTED IN AREA SEPARATION WALLS. 1. VERIFY EXACT FLOOR SINK LOCATIONS WITH ARCHITECT. g. CONTRACTOR TO FURNISH AND INSTALL SHEET METAL GUTTER BENEATH SOIL AND DRAIN PIPE OVER WHERE SV � Ixl y SOLENOID VALVE 3. SERVICE WATER HEATING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH ENERGY EFFICIENCY STANDARDS, SECTION 2. ALL EQUIPMENT WHICH GENERATES CONDENSATE OR SIMILAR LIQUID WASTE SHALL BE DRAINED BY MEANS OF FOOD OR DRINK GETS STORED, PREPARED, OR DISPLAYED. 113. INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR DRAINS ARE NOT BE USED IN LIEU OF FLOOR SINKS. STIR WYE STRAINER WITH DRAIN 4. STORAGE TANK TYPE WATER HEATER SHALL BE ANCHORED AND /OR STRAPPED TO RESIST HORIZONTAL 10. CONDENSATE PIPE OVER WHERE FOOD OR DRINK GETS STORED, PREPARED OR DISPLAYED MUST BE THERMALLY DISPLACEMENT DUE TO EARTHQUAKE MOTION.PER CPC SECTION 508.2. 3. SELF CONTAINED EVAPORATOR UNITS MAY BE ACCEPTABLE IN LIEU OF FLOOR SINK DRAINAGE FOR CLEAR INSULATED. TDV THREE WAY DIVERTING VALVE CONDENSATE ONLY. THREE 5. ALL PLUMBING FIXTURES SHALL COMPLY WITH CEC FLOW REQUIREMENTS PER FLUSH PER MINUTE: 4. ALL FLOOR SINKS MUST BE AT LEAST HALF EXPOSED OR BE IN LINE 11. INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING ESTABLISHMENTS MUST COMPLY WITH SECTION 318.0 ACTUATED WAY VALVE a. TOILETS SHALL BE ULTRA LOW FLUSH TYPE (1.6 GPF MAXIMUM) WITH THE FRONT FACE OF ELEVATED CPC 2010. b. LAVATORY AND SINK FITTINGS SHALL BE LISTED AS "APPROVED" BY THE CALIFORNIA ENERGY COMMISSION. FREE- STANDING EQUIPMENT AND WITHIN 15 FEET OF THE CONDENSATE PRODUCING EQUIPMENT. SOV SHUT OFF VALVE, GATE VALVE c. LAVATORY FAUCETS IN REST ROOMS SHALL BE THE SELF - CLOSING TYPE. 5. A PROTECTIVE ENCLOSURE WILL BE REQUIRED AROUND THE BACKSIDE OF HALF - EXPOSED FLOOR SINKS WHERE 12. OWNER /CONTRACTOR CAN SUBSTITUTE CALLED OUT PIPING MATERIAL ONLY IF A WRITTEN APPROVAL IS OBTAINED WH W WATER HEATER d. NON- METERED FAUCETS TO BE 2.2 GPM MAX. METERED THE FLOOR SINK IS INSTALLED UNDER A CURB OR BASE MOUNTED EQUIPMENT ( STORAGE CABINET, ETC.) FROM PLAN EXAMINER AND FIELD INSPECTOR PRIOR TO STARTING CONSTRUCTION. ONCE APPROVED, INSTALLATION e. FAUCETS TO BE 0.25 GALLONS OF WATER PER USE. MUST COMPLY WITH MANUFACTURER'S RECOMMENDATION. f. THE FORCED REQUIRED TO OPERATE LAVATORY OR SINK FAUCETS SHALL BE NO GRATER THAN FIVE POUNDS. TP C=O TRAP PRIMER SELF CLOSING FAUCET. 6. PROVIDE EASILY REMOVABLE (WITHOUT THE USE OF TOOLS) SAFETY GRATES ON EXPOSED FLOOR SINK. 3/4 GRATE SHALL HAVE MINIMUM OF TEN SECOND CYCLE TIME. IS RECOMMENDED. FLEXIBLE PIPE CONNECTION g. URINALS TO BE 1.0 GPF MAX. h. SHOWER HEAD TO BE 2.5 G.P.M. MAX, EXCEPT EMERGENCY SHOWER HEAD 7. WHEN SUBJECT TO BACKFLOW OR BACK PRESSURE, SUCH DRAINS SHALL BE EQUIPPED WITH A MODEL: 7012 OR 4 THERMOMETER OR WELL I. PROVIDE MIXING VALVE AT SHOWER CONTROL j. HOSE BIBBS SHALL BE EQUIPPED WITH INTEGRAL VACUUM BARKERS, AND PROVIDE VACUUM BARKER ON SERRATED APPROVED EQUAL. FAUCET OUTLETS. 8, FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE APPROPRIATE EASILY PRESSURE GAUGE 6. EXPOSED P -TRAP ASSEMBLY AND HOT AND COLD WATER SUPPLY SHALL INCLUDE PRE- MANUFACTURED REMOVABLE SAFETY COVER GATE. INSTALLATION KIT. APPLICABLE CODE 7. ACCESSIBLE PLUMBING FIXTURES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH CALIFORNIA PLUMBING CODE, PRESSURE - TEMPERATURE RELIEF VALVE 2007 EDITION, CHAPTER 15, DESIGN SAFETY FOR ACCESSIBILITY. g 1- THE CONSTRUCTION OF THESE PROJECT SHALL CONFIRM TO THE REQUIREMENT: 8. SERVICE WATER HEATING EQUIPMENT INSULATION WHICH INCLUDE STORAGE TANKS SHALL INCLUDE AN APPROVED AQUASTAT LISTED EXPANSION TANK OR OTHER DEVICE DESIGNED FOR INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF A) THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2009 INTERNATIONAL BUILDING CODE SECTION 608.3 OF 2007 CALIFORNIA PLUMBING CODE. (IBC) AND THE 2010 CALIFORNIA AMENDMENTS. 9. SERVICE WATER HEATING EQUIPMENT AND DOMESTIC HOT WATER PIPING INSULATION SHALL BE LISTED AS 8) THE 2010 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADOPTS THE 2008 NATIONAL ELECTRICAL CODE GAS PRESSURE REGULATOR "APPROVED" BY THE CALIFORNIA ENERGY COMMISSION. 0 CALIFORNIA AMENDMENTS. C) THE 2 10 EDITION OF THE CALIFORNIA A CALIFORNMECHANICAL CODE (CMC) ADOPTS THE 2009 UNIFORM MECHANICAL 10. SERVICE WATER HEATING EQUIPMENT SHALL INCLUDE AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF CODE (UMC) AND THE 2010 CALIFORNIA AMENDMENTS. CLEAN OUT IN YARD BOX WITH TRAFFIC WEIGHT COVER ADJUSTMENT FROM THE LOWEST TO THE HIGHEST ACCEPTABLE TEMPERATURE SETTINGS FOR THE INTENDED USE AS D) THE 2010 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 2009 UNIFORM PLUMBING CODE LISTED IN TABLE 3, CHAPTER 44 OF 1991 ASHRAE HANDBOOK, HVAC SYSTEMS AND APPLICATIONS. (UPC) AND THE 2010 CALIFORNIA AMENDMENTS. WCO CO / �i WALL CLEANOUT CLEAN OUT / E) THE 2010 CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2009 INTERNATIONAL FIRE CODE (IFC) AND THE 2010 11. DOMESTIC HOT WATER PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF THE CALIFORNIA CALIFORNIA AMENDMENTS. COMMISSION (ENERGY STANDARDS SECTIONS 118 A NO 123). ACCESSIBILITY REQUIREMENTS F) THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. COTG /FCO �- CLEAN OUT TO GRADE /FLOOR CLEAN OUT - - G) THE 2010 CALIFORNIA BUILDING STANDARDS CODES. TITLE 24 PART II. 12. A WATER HEATER PRESSURE AND TEMPERATURE RELIEF DRAIN THAT TERMINATES OUTSIDE THE BUILDING SHALL -- - - -' °' COMPLY WITH SECTION 608.3 CPC. 2- THE LATEST EDITION OF SMACNA, ASHRAE, CEC, NFPA 70A FD a FLOOR DRAIN MANUFACTURER UL FILE UMBER CSFM NUMBER 1. THE HEIGHT OF ACCESSIBLE WATER CLOSET SHALL BE MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES FS FE-1 FLOOR SINK CERTAINTEED CORP. R6152(N) 2550 -018:5 MEASURED TO TOP OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE MANVILLE SALES R5760(N) 2550- 1014:100 TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF TOILE CAP AREAS. 13. PIPING INSULATION, INSULATION JACKETS, ADHESIVES, TAPES, ETC. SHALL HAVE A FLAME SPREAD CLASSIFICATION NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50 PER CALIFORNIA BUILDING CODE 2. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE POR ® POINT OF REMOVAL STANDARD B -1 ANS AS TESTED BY UNDERWRITERS LABORATORIES. NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. 14. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED 3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE POC POINT OF CONNECTION FOR THE OWNERS USE. THE LABEL SHALL INDICATE ROUTINE MAINTENANCE REQUIRED OR SHALL REFERENCE BY TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRE TO ACTIVATE CONTROLS SHALL BE NO NUMBER, WHICH OPERATING AND MAINTENANCE MANUALS EXPLAIN MAINTENANCE REQUIREMENTS GREATER THAN 5 LBS. ELECTRICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE PROVIDED THAT FAUCET REMAINS �/ OPEN FOR AT LEAST 10 SECONDS. 15. ALL QCH THE CEC STANDARDS (LATEST EDITION). COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS. 4. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM -SHEET -INDEX SHEET # DESCRIPTION XTURE OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDTH WITH 8 TAG 16. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND INCH ES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9 - - -- P1 -0.1 COVER SHEET (LEGEND & NOTES) - IXTURE NUMBER EQUIPMENT. INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. A MINIMUM OF 34" FROM FINISHED FLOOR TO FLOOD RIM LEVEL OF FIXTURE. - 17. WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPAL BACK P1 -0.2 GENERAL NOTES & PLUMBING SCHEDULES __ -' DETAIL ETAIL NUMBER FLOW PREVENTOR. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 5. KITCHEN SINK FAUCET CONTROLS AND OPERATING MECHANISMS IN MULTI FAMILY UNITS SHALL BE OPERABLE WITH .._ ....... ............ .._. -- ' - - - - -- BUBBLE Z :SHEET(S) HEET # WHERE DETAIL IS DRAWN ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING ON THE WRIST. ( SEC 1112A.1) & P1 -0.3 PLUMBING SCHEDULES # WHERE DETAIL IS REFERENCED 18. PROVIDE BACKWATER VALVES ON ALL BUILDING DRAINS WHICH SERVE PLUMBING FIXTURES WITH FLOOD RIM 1508 OF THE CALIFORNIA PLUMBING CODE. ELEVATIONS BELOW THE PUBLIC UPSTREAM MANHOLE RIM ELEVATIONS. ONLY FIXTURES WITH FLOOD RIM ELEVATIONS P1 -1.0 SITE PLAN - PLUMBING BELOW THE PUBLIC UPSTREAM MANHOLE RIM ELEVATIONS MAY FLOW THROUGH A BACKWATER VALVE. 6. WATER CLOSET CONTROLS IN MULTI FAMILY UNITS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE _ - TIGHT GRASPING, PINCHING OR TWISTING ON THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO P1 -1.1 FLOOR PLAN - WASTE OFFICE OF 19. STATE HEALTH & SAFETY CODE SEC.17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR GREATER THAN 5 LBS(22.2N). (SEC.1109A) & 1502 OF THE CALIFORNIA PLUMBING CODE. P1 -1.2 FLOOR PLAN - WATER APPROVED FIRE INTERIOR WATER- SUPPLY PIPING. P2 -1.3 GARAGE FLOOR PLAN - PLUMBING (WASTE & WATER) 7. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS IN MULTI FAMILY UNITS SHALL BE OPERABLE WITH ONE 20. ALL CLEANOUT LOCATIONS MUST COMPLY WITH SECTION 707.0 OF CALIFORNIA PLUMBING CODE. HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO P1 -2.1 ISOMETRIC DIAGRAMS - WASTE & VENT ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS(22.2N). (SEC. 1109A) & 1504.1.3 OF THE CALIFORNIA 21. INSULATE THE DRAIN AND HOT WATER PIPES UNDER THE LAVATORY PER CBC SECTION 1504. PLUMBING CODE. P1 -2.2 ISOMETRIC DIAGRAMS -WASTE At VENT 22. SUMP PUMP IS SUBJECT TO FIELD INSPECTION APPROVAL P1 -2.3 ISOMETRIC DIAGRAMS -WATER 1I1Pt6 "T P"? +o>eisctHppt deviation 23. ROOF ACCESS LADDER SHALL COMPLY WITH SECTION 904.10.3.3 CMC. f P1 -3.0 a o Tlwl iias uccrel, apron e p PLUMBING DETAILS O setof i P1 -3.0 PLUMBING DETAILS e REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cadres . Studio 182 Solana Beach. CA. 92075 t: 656.792.5906 / f: 858.792.5916 PUBLIC WORKS m DATE: ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARK"SS&& RECREATION FIRE BY: BY: U "° C BY: DATE: DATE: 04/20/2012 DATE: OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS COVER SHEET (LEGEND & NOTES) MARSHAL X ONLY ize or >m is subject :d plans DRAWING NO. �i II SHEET 57 OF 04/09/2012 100% CD REVISIONS GENERAL NOTES 1. WHEREVER IN THE CONTRACT DOCUMENTS THE WORD "CLIENT" OR 'OWNER" IS USED, IT MUST BE UNDERSTOOD THAT UTC POWER IS INTENDED. 2. WHEREVER IN THE CONTRACT DOCUMENTS THE WORD "ENGINEER" IS USED, IT MUST BE UNDERSTOOD THAT "SALEHI ENGINEERING" IS INTENDED. 3. "WORK" MUST BE DEEMED TO CONSIST OF ALL LABOR AND OPERATIONS, TRANSPORTATION, HOISTING, MATERIALS, TOOLS, EQUIPMENT, SERVICES, INSPECTIONS, INVESTIGATIONS, COORDINATION AND SUPERVISION REQUIRED AND /OR REASONABLY NECESSARY TO PRODUCE THE CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS. 4. "FURNISH" MEANS THE DESIGN, FABRICATION, PURCHASE AND DELIVERY TO THE JOB SITE. 5. "INSTALL OR INSTALLATION" MEANS THE ACT OF PHYSICALLY PLACING, APPLYING, SETTING, ERECTING, ANCHORING, SECURING, ETC., CONSTRUCTION MATERIALS, EQUIPMENT, FURNISHINGS, APPLIANCES, AND SIMILAR ITEMS SPECIFIED ITEMS MUST BE COMPLETE IN ALL RESPECTS. 6. "PROVIDE" MEANS TO FURNISH AND INSTALL CONSTRUCTION MATERIAL, EQUIPMENT, ETC. AS DEFINED ABOVE 7. THE FOLLOWING ARE DEFINITIONS OF SHOP DRAWING STAMP ACTIONS: A) "NO EXCEPTIONS TAKEN" MEANS THAT THE SHOP DRAWING IS CORRECT AS TO PERFORMANCE, CAPACITY, ETC. AND SUBSTANTIAL CONFORMANCE TO THE CONTRACT DRAWINGS AND /OR SPECIFICATIONS, SUBJECT TO AND IN COMPLIANCE WITH THE ANNOTATIONS AND /OR CORRECTIONS INDICATED ON THE SHOP DRAWING. FABRICATION AND /OR PURCHASE MAY COMMENCE. B) "NOTED NO RESUBMITTAL REQUIRED" MEANS THAT THE SHOP DRAWING IS CORRECT AS TO PERFOMRANCE, CAPACITY, ETC. AND SUBSTANTIAL CONFORMANCE TO THE CONTRACT DRAWINGS AND /OR SPECIFICATIONS, SUBJECT TO AND IN COMPLIANCE WITH THE ANNOTATIONS AND /OR CORRECTIONS INDICATED ON THE SHOP DRAWING. FABRICATION AND /OR PURCHASE MAY COMMENCE. C) "REVISE AND RESUBMIT" MEANS THAT THE COMMENTS AND /OR CORRECTION ARE SO EXTENSIVE AND IMPORTANT THAT THE REVIEWER WANTS TO SEE HOW THE COMMENTS AND /OR CORRECTIONS ARE RESOLVED PRIOR TO RELEASE FOR FABRICATION AND /OR PURCHASE. FABRICATIONS AND /OR PURCHASE MAY NOT COMMENCE. D) "REJECTED" MEANS THAT THE SHOP DRAWING DOES NOT COMPLY OR CONFORM TO THE CONTRACT DRAWINGS AND /OR SPECIFICATIONS. FABRICATION AND /OR PURCHASE MAY NOT COMMENCE. 8. BIDDING AND CONSTRUCTION SHALL BE BASED ON APPROVED PLANS BY STATE, COUNTY, AND CITY OFFICIALS HAVING JURISDICTION, AND APPROVAL OF DESIGNATED FIELD INSPECTOR BEFORE SUBMITTING A BID. OTHERWISE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISCREPANCIES OR RECONSTRUCTION, INCLUDING THE COST OF SUCH. IT IS ALSO A PREREQUISITE. IT IS A PREREQUISITE OF THIS PROJECT THAT ALL RESPONSIVE BIDDERS WILL VISIT SITE PRIOR TO BIDDING THIS JOB AND FAMILIARIZE THEMSELVES WITH ACTUAL JOB SITE CONDITIONS. SUBMITTAL OF BID SHALL INDICATE THE CONTRACTOR HAS EXAMINED THE SITE AND DRAWINGS AND HAS INCLUDED THIS, AS REQUIRED IN HIS BID. NO ALLOWANCE SHALL BE MADE FOR ANY ERROR RESULTING FROM CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND TO REVIEW DRAWINGS. BID SHALL INCLUDE COSTS FOR ALL AT NO COST TO CLIENT. 9. IT IS THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER ITEMS REQUIRED TO MAKE COMPLETE AND OPERATIVE SYSTEM(S). IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL LABOR, EQUIPMENT, PERMITS, LICENSES, SERVICES, ETC., REQUIRED TO ACCOMPLISH THESE RESULTS. ANYTHING WHICH MAY BE CONSTRUED AS A NECESSARY PART OF THE INSTALLATION SHALL BE INCLUDED, EVEN IF IT IS NOT SPECIFICALLY SHOWN OR MENTIONED. CONTRACTOR SHALL PROVIDE HIS BID ONLY FROM FINAL APPROVED DRAWINGS ACCEPTED BY ALL APPROVED DEPARTMENTS HAVING JURISDICTION ON THE PROJECT. 10. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF UTILITIES, DUCT WORK, PIPING, AND OBSTACLES AND SHALL IMMEDIATELY NOTIFY OWNER /BUILDER OF ANY DISCREPANCIES WITH CONTRACT DOCUMENTS. HOWEVER, THE COST OF ANY UNSEEN EXPLORATION SHALL BE INCLUDED IN THE BID. 11. IF THERE ARE DISCREPANCIES BETWEEN NOTES, SPECIFICATIONS, DRAWINGS, AND SITE CONDITIONS, CONTRACTOR SHALL NOTIFY ENGINEER /ARCHITECT BEFORE SUBMITTING A BID. 12. BEFORE SUBMITTING A BID ALL CLARIFICATIONS TO THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED BY CONTRACTOR IN WRITING THROUGH OWNER'S REPRESENTATIVE. AFTER ALL CLARIFICATIONS HAVE BEEN PROVIDED IT IS THE BINDING RESPONSIBILITY OF THE CONTRACTOR TO EXECUTE THIS WORK AND DELIVER A COMPLETE AND OPERATING SYSTEM AT NO ADDITIONAL COST. IF NO CLARIFICATIONS ARE REQUESTED, THE CONTRACTOR IS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM AT THE CONTRACTED PRICE. 13. CONTRACTOR SHALL COMPLY WITH ANY CONTRACT DOCUMENTS IN LAYING OUT THE WORK AND EQUIPMENT AND SHALL BE FAMILIAR WITH ARCHITECTURAL, MECHANICAL, PLUMBING, STRUCTURAL, CIVIL, LANDSCAPE FIRE SPRINKLERS, ELECTRICAL DRAWINGS AND SPECIFICATIONS THAT HAVE BEEN PREPARED FOR THIS PROJECT AND ACCEPT SUCH CONDITIONS AND MAKE ALLOWANCE FOR THEM IN PREPARING THE BID. CONTRACTOR SHALL COORDINATE ALL WORK OF THIS SECTION WITH OTHER TRADES AND JOB SITE CONDITIONS BEFORE SUBMITTING A BID. 14. BEFORE ANY DEMOLITION WORK COMMENCES, THE CONTRACTOR MUST CONDUCT A COORDINATED MEETING AMONG ALL AFFECTED TRADES TO ENSURE THE REMAINING EXISTING IS NOT ADVERSELY IMPACTED BY ANY DEMOLITION THAT OCCURS. THE CONTRACTOR MUST PROVIDE NECESSARY SUPERVISION TO ENSURE THAT ALL REMAINING INSTALLED WORK IS IN GOOD CONDITION. 15. THE TOTAL INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING THE LOCAL CITY CODES, STATE CODES AND STATE FIRE MARSHALL AND NFPA PAMPHLET 90 (LATEST ENFORCED EDITION) AND UTC POWER REQUIREMENT /PROTOTYPE. IN CASE OF CONFLICT WITH CODES, DRAWINGS SPECIFICATIONS AND /OR UTC POWER REQUIREMENTS /PROTOTYPE, THE MOST STRINGENT SHALL PREVAIL. IF NOT RESOLVED, NOTIFY ENGINEER /ARCHITECT OF THE CONFLICT BEFORE SUBMITTING A BID. 16. THE IMPACT OF THE DUCT OR PIPE PENETRATIONS AND THE WEIGHT OF THE MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT ON THE BUILDING STRUCTURE SHALL BE VERIFIED BY A REGISTERED STRUCTURAL ENGINEER AND /OR THE ARCHITECT PRIOR TO BID AND COMMENCING THE WORK. THESE PLANS DO NOT REFLECT ANY STRUCTURAL CONSIDERATION OF ANY KIND. 17. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC DEPICTING FUNCTION AND INTENT. NOT ALL ITEMS OR OBSTACLES MAY BE SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE OFFSETS IN DUCTWORK, PIPING, AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM TO STRUCTURAL AND ARCHITECTURAL REQUIREMENTS AND TO AVOID OBSTRUCTIONS. CHANGES TO ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER WORK, IN ORDER TO MEET ARCHITECTURAL, STRUCTURAL CONDITIONS, AND AVOID INTERFERENCE WITH OTHER TRADES, THE NECESSARY COMPONENTS SHALL BE INSTALLED TO PROVIDE A COMPLETE, SAFE, AND OPERABLE SYSTEM AS INTENDED BY THESE DRAWINGS AND SHALL BE MADE WITHOUT COST TO OWNER. 18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE GUIDELINES. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS, MATERIALS AND MUST INSTALL PER LOCAL CODE REQUIREMENTS AND MANUFACTURER'S LATEST PUBLISHED INSTRUCTIONS. 19. THESE DRAWINGS ARE A GENERAL GUIDELINE FOR SCOPE OF WORK. SALEHI ENGINEERING, INC., BY ALL MEANS, SHALL NOT TAKE ANY RESPONSIBILITY FOR DECISIONS, PERFORMANCE OF WORK, MISCONDUCT, OR CODE VIOLATION CAUSED BY OWNER(S), ARCHITECT, CONTRACTORS, EQUIPMENT SUPPLIERS, EQUIPMENT MANUFACTURERS, AND THEIR SUCCESSORS AND ASSIGNEES, AND THEIR RESPECTIVE OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, OR AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LIABILITIES, LOSSES, COSTS, AND EXPENSES. 20. THESE DRAWINGS ARE PREPARED BASED ON SCOPE OF WORK AND UTC POWER REQUIREMENTS /PROTOTYPE, LEVEL OR QUALITY FOR EQUIPMENT AND MATERIAL APPROVED BY THE OWNER. THE OWNER SHALL OBTAIN AND NEGOTIATE WARRANTY /GUARANTEE, AND DESIRED LIFE EXPECTATION FROM HIS /HER PREFERRED MANUFACTURER AND INSTALLERS. CONTRACTOR SHALL NOTIFY THE ENGINEER FOR ANY DEFICIENCY, DISCREPANCY, AND CODE ISSUES BEFORE SUBMITTING A BID AND REQUEST FOR INFORMATION /MODIFICATION DURING CONSTRUCTION, IF ANY. SALEHI ENGINEERING, INC., ASSUMES NO RESPONSIBILITY OF ANY NATURE AFTER BUILDING HAS BEEN INSPECTED BY FIELD INSPECTOR AND OCCUPANCY HAS BEEN AWARDED. 21. WITHIN THIRTY (30) DAYS OF AWARD OF THE CONTRACT, CONTRACTOR MUST SUBMIT SIX(6) OF SHOP DRAWINGS (DETAILED LAYOUT COORDINATED WITH ALL OTHER TRADES, SERVICES AND REQUIREMENTS MADE IN THE FIELD WHICH REFLECTS THE ACTUAL SITE CONDITION) FOR REVIEW BY ENGINEER BEFORE COMMENCEMENT OF WORK. CONTRACTOR'MUST USE DIMENSIONED STRUCTURAL AND ARCHITECTURAL DRAWINGS. COORDINATE MATERIAL LISTS AND EQUIPMENT SPECIFICATION ITEMS PROPOSED FOR INSTALLATION. NO WORK SHALL BE INSTALLED NOR MATERIAL ORDERED PRIOR TO REVIEW OF SHOP DRAWINGS, SUBMITTAL PACKAGE AND RECEIPT OF WRITTEN APPROVAL FROM THE ARCHITECT. 22. IT IS CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE THE AVAILABLE VOLTAGE PRIOR TO BID AND PURCHASING THE EQUIPMENT. IF THE VOLTAGE NOTED ON THE PLANS IS NOT AVAILABLE AT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PAY ALL THE EXPENSES REQUIRED TO PROVIDE TRANSFORMERS TO OPERATE THE SYSTEM AT NO COST TO OWNER OR CONSULTANT. APPROVED I DATE SUB - CONSULTANT tea 0]604a rcmom Meea BWd,9�c1]4 $m[TegoCA 92111 TO (H5H)1]J n Faz (85H)3f15599 Salehi Engineering; Inc. SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: GENERAL NOTES 23. ANY REQUEST FOR CHANGE(S), SUBSTITUTION(S) OR ALTERATION(S) OF ANY KIND TO THE EQUIPMENT, COMPONENT, SPECIFICATION, AND DEVIATION FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON THESE DRAWINGS SHALL BE MADE IN WRITING. (ACCOMPANY REQUEST FOR SUBSTITUTION REVIEW BY TABLE OF COMPARISON LISTING PERTINENT FEATURES OF BOTH FIRST NAME AND PROPOSED MATERIAL OF HORSE POWER, VOLTAGE, PHASE SERVICE FACTOR AND NOISE LEVEL. REVIEW OF PROPOSED SUBSTITUTION WILL NOT BE MADE UNTIL RECEIPT OF SATISFACTORY COMPARISON TABULATION IS SUBMITTED. SPECIFIED PRODUCTS OF EQUIPMENT MEAN THOSE NAMED ON THE EQUIPMENT SCHEDULES OF FIRST LISTED HEREIN. ALL OTHER MANUFACTURERS LISTED IN THE SPECIFICATIONS ARE CONSIDERED SUBSTITUTIONS AND MUST MEET THE REQUIREMENT OF THIS SECTION.). 24. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS FOR SUBMITTAL TO THE ENGINEER FOR REVIEW, IN ANY CASE, CONTRACTOR SHALL PROVIDE AMPLE AMOUNT OF TIME AND ACCESSIBILITY TO ALL INSTALLATION FOR ENGINEERS TO OBSERVE AND COMPARE THE ACTUAL INSTALLATION AND SUBMITTED AS- GUILTS. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT RECORD DRAWINGS AFTER ENGINEER HAS REVIEWED. CONTRACTOR SHALL FURNISH FOUR (4) COPIES IN HARD COVER THREE RING BINDERS COMPLETE MANUFACTURER INSTRUCTION, MAINTENANCE AND PARTS LISTS ON ALL EQUIPMENT INCLUDING CONTROLS TO OWNER OR HIS AGENT. 25. ALL SYSTEMS SHALL BE TESTED AND TROUBLE -FREE BEFORE OCCUPANCY. IN ANY CASE, THE ARCHITECT /ENGINEER SHALL BE INFORMED OF ANY AND ALL EVENTS, IF NEEDED. 26. SYMBOLS AND ABBREVIATIONS ARE SHOWN FOR REFERENCE; NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE USED. 27. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 28. FOR BUILDING AND EQUIPMENT LOCATIONS, FINISH FLOOR, AND GRADE ELEVATIONS, SEE ARCHITECTURAL AND CIVIL DRAWINGS. 29. CONTRACTOR'S BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITY SERVICES, ALTERATION, DEMOLITION AND EXTENSION WORK, PLANCHECK /INSPECTION FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE INCLUDED IN THE BID. THE CONTINGENCY COST SHALL NOT BE LESS THAN 20% OF OVERALL BID. CONTRACTOR SHALL IDENTIFY THE CONTINGENCY AMOUNT IN THE BID DOCUMENT. 30. BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTORS FAILURE TO ALLOW IN COST ESTIMATE FOR CONDITIONS WHICH MAY EXIST. 31. IT IS THE RESPONSIBILITY OF THE CONTRACTING AGENT TO VERIFY THE CONTRACTOR WHO IS SELECTED TO PERFORM THIS WORK IS FULLY CAPABLE OF EXECUTING THIS PROJECT IN A PROFICIENT MANNER AND HAS DEMONSTRATED HIS EXPERTISE ON SIMILAR PROJECTS (MUNICIPALITY) DURING THE PAST TEN YEARS. CONTRACTOR MUST PROVIDE THE LIST OF PROJECTS, NAME AND CONTACT INFORMATION FOR VERIFICATION TO OWNER'S REPRESENTATIVE WITH HIS BID DOCUMENTS. 32. INDEMNIFICATION: BY USING THESE DRAWINGS, CONTRACTOR SHALL PROTECT, DEFEND, INDEMNIFY, AND SAVE HARMLESS CONSULTANT AND ITS PARTNERS, SUCCESSORS AND ASSIGNS, AND THEIR RESPECTIVE OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LIABILITIES, LOSSES, COSTS, AND EXPENSES, INCLUDING (BUT NOT LIMITED TO) ATTORNEYS' FEES AND COURT COSTS (COLLECTIVELY "CLAIMS "), CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE OF OR FAILURE TO PERFORM ITS OBLIGATIONS HERE UNDER, EXCEPT TO THE EXTENT THAT ANY SUCH MATTER ARISES OUT OF THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF CONTRACTOR, ITS PARTNERS, IF ANY, OR THEIR SUCCESSORS OR ASSIGNS OR THEIR OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR AGENTS. 33. FOR PIPING RUNNING THROUGH AND PARALLEL TO FOOTINGS, SEE STRUCTURAL DRAWINGS. 34. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF UTILITIES, AT POINTS OF CONNECTION, PRIOR TO START OF TRENCHING. 37. ALL CUTTING OF EXISTING PAVING, WALKS AND /OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS TO MATCH EXISTING CONDITION. 39. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. 40. ALL SHUTOFF VALVES, OUTSIDE THE BUILDINGS, SHALL BE IN CONCRETE YARD BOXES WITH THE NAME OF THE SERVICE CONSPICUOUSLY CAST IN THE COVER. TABLE 5.303.6 TABLE 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS REQUIRED STANDARDS Water closets (,toilets) - flushometer ASME A 1 12.19.21 valve type single flush, maximum CSA B45.1 - 1.28 gal (4.8 L) flush volume Lavatory faucets - nonresidential Water closets (toilets) - flushometer ASME A If 2.19.14 and valve type dual flush, maximum flush USEPA WaterSense TanleType volume High - Efficiency Toilet Metering fdlleetS Specification - 1.28 gal (4.8 L) 0.2 gallons/cycle U.S. EPA WaterSense Tank -Type Water closets(toilets) - tank -type High - Efficiency Toilet Gravity tanktype water closets --- Specification Urinals, maximum flush volume ASME A 112.19.2/ 1 1.6 gallon4flush B45.1 -0.5 gal (1.9 L) L6 gallons/flush ASME A 1 12.19.19 (vitreous china) Urinals, nonwater urinals ANSI Z124.9 -2004 or IAPMO 1.28 gallons/flush' Z 124.9 (plastic) Public lavatory faucets: Maximum ASME A 112.18. IJCSA B 125.1 flow rate - 0.5 gpm (1.9 L /min) Public metering self - closing faucets: Maximum water use -0.25 gal (1.0 L) ASME A 112.18.1 /CSA B 125.1 per metering cycle WC WCWC Residential bathroom lavatory sink ** faucets: Maximum flow rate- 1.5 gpm ASME A 112.18.1 /CSA B 125.1 (5.7 Lkmin)1 FIXTURE SHALL BE FABRICATED FROM 14 GAGE, ARCHITECT Stephen Dalton Architects, 444 South Cadres. Studio 182 Solana Beach, CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS DATE: I:lA 5.303.2.3 TABLE 5.303.2.3 FIXTURE FLOW RATES FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT 20 percent REDUCTION Showerheads f 2.5 gpm @ 80 psi 2 gpm @ 80 psi Lavatory faucets - nonresidential Q5 glan @ 00 psi 0.4 gpm @ 60 psi Ynchen faucets 2.2 gpm @ 60 psi 22 [rim space (in.) /20 gpm @ 60 psi] 1.8 gpm @ 60 psi 1.8 [rim space (in.)/20 gpm @ (i(1 psi] Wash fountains Metering fdlleetS 0.25 gallons /cycle 0.2 gallons/cycle Metering faucets for wash fountains .25 [rim space (in.V20 gpm C 60 psi] .20 [rim space ('in.)/20 gpm @ 60 psi] Gravity tanktype water closets --- 1.6 gallons(flush - 1.28 gallon4flushl 1.28 gallonslflush' Flushometer tank water closets 1 1.6 gallon4flush Flushometer valve water closets L6 gallons/flush 1.28 gallons/flush' (Electromechanical hydraulic water closets 1.6gallons/fiush 1.28 gallons/flush' 'Iurinals 1.0 gallons/flush 5 gallons/flush I. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toiletsThe effective flush volume shall not exceed 1.219 gallons (4.8 liters). The effeenveflush vote me is the average fl ush velu me when tested in accordance with ASME A 112.19 23:1.2. Dual ffi shtoilets -The effective flush volume shall not exceed 1.2 R ons all 4.19 Literti g ( [. Tile effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush Wkninex will he tested in accordance with ASME A 112. 19.2 and ASME A 1 12.19.14. ENGINEERING DATE: APPROVALS BUILDING & PLANNING DATE: PARKS & RECREATION BY: BY: DATE: 04/20/2012 I DATE: PLUMBING FIXTURE SCHEDULE MIN BRANCH SIZE TRAP SYMBOL OR C.W. H.W. V. S/W ARM WATER CLOSET: "ACORN" MODEL: Z1675 -W -1- HET -FVL 1.28 GALLONS PER FLUSH WC WCWC ** 2" 4" 4" FIXTURE SHALL BE FABRICATED FROM 14 GAGE, TYPE 304 STAINLESS STEEL, AND IS SEAMLESS WELDED CONSTRUCTION. CARRIER SUPPORT BY JR SMITH MODEL # 0330 WATER CLOSET: "ACORN" MODEL: Z1675 -W -1- HET -FVL WC 1.28 GALLONS PER FLUSH 3/4" ** 2" 4" 4" FIXTURE SHALL BE FABRICATED FROM 14 GAGE, TYPE 304 STAINLESS STEEL, AND IS SEAMLESS ACCESSIBLE WELDED CONSTRUCTION. CARRIER SUPPORT BY JR SMITH MODEL # 0330 WATER CLOSET: "ZURN" MODEL: Z5665 (FLUSH VALVE ) WC 1- SEAT: "CENTO CO" 3 1/4" ** 2" 4" 4 MODEL: 1500CCSS FLUSH VALVE: "ZURN" MODEL: Z6000AV -HET ACCESSIBLE 1.28 GALLON PER FLUSH LAVATORY: "ACORN" MODEL: 1953 - ADA -3 -M L ADA COMPLIANT, SELF METERING TYPE, WALL MOUNT 1 3/4" 3/4- 2- 2" 2" LAVATORY. FIXTURE SH A LL BE FABRICATED FROM HEAVY GAGE, TYPE 304 STAINLESS STEEL. AND IS SEAMLESS WELDED CONSTRUCTION. ACCESSIBLE THERMOSTATIC MIXING VALVE: "WILKIN" MODEL: 1070XL - SINGLE USE URINAL: "FALCON" MODEL F- 9000SS U STAINLESS STEEL WALL HUNG WALL OUTLET WATER 1 3 4" / ** 2" 2" 2" FREE URINAL. IT REQUIRES NO FLUSH VALVE OR WATER SUPPLY, AND PLUMB TO STANDARD DRAIN CONNECTION. URINAL: "FALCON" MODEL: F- 9000SS STAINLESS STEEL WALL HUNG, WALL OUTLET WATER 2 3/4" ** 2" 2" 2" FREE URINAL. IT REQUIRES NO FLUSH VALVE OR WATER SUPPLY, AND PLUMB TO STANDARD DRAIN ACCESSIBLE CONNECTION. MOP SINK: "STERN WILLIAMS" MODEL: MTB -2424 MS SERVICE FAUCET : "ZURN" 1 3/4" 3/4" 2" 2„ 2" MODEL: Z841 -MI "STERN" HOSE & HOSE BRACKET: MOP SINK MODEL: T -35 VINYL BUMPER GUARD: "STERN WILLIAMS" MODEL: V -70 FLOOR DRAIN: "ZURN" MODEL: ZN415 -5B -P FD -- -- 2" 2" 2 DURA COATED CAST IRON BODY WITH BOTTOM OUTLET , COMBINATION 1 INVERTTIBLE MEMBRANE CLAMP AND ADJUSTABLE TYBE B NICKLE, 5" DIAMETER BRONZE STAINER FLOOR DRAIN: "ZURN" MODEL: ZN150 FD SQUARE TOP PROM DRAIN. DURA - COATED 2 - -- 2" 2" 2" CAST IRON BODY WITH ROTATABLE SQUARE PROMANADE FRAME WITH SEEPAGE OPENINGS, FRAME CLAMPS AND HEAVY -DUTY HEEL -PROOF GRATE. FLOOR SINK: "ZURN" MODEL: Z -1900 CAST IRON BODY, 12" SQUARE, 6" DEEP 2" 3" 3" SANI FLOR RECEPROTR, SEEPAGE FAN , 1 NON -TILT, 1 /2" GRATE WITH 1 /2" SQUARE HOLES AND ANTI - SPLASH INTERIOR DOME STAINER HOSE BIBB: "ZURN" MODEL: Z- 1341 -BFP HB EXPOSED. ANTI - SIPHON, WALL FAUCET 3/4" ** ** ** ** FOR USE IN MODERATE CLIMATE 1 INSTALLATION, COMPLETE WITH Z1399 -BFP EXTERNAL BACKFLOW PREVENTOR. TRAP PRIMER: "MIFAB" (ONE TO FOUR) MODEL: "M -500" PRESSURE DROP ACTIVATED BRASS TRAP TP PRIMER WITH 1/0 �" N.P.T. 1 T MODEL: "UA0606' 6" PRIME COAT UNIVERSAL ACCESS DOOR. 1/2" «* ** ** ** WATER HAMMER ARRESTOR: "ZURN" MODEL: Z- 1700 -100 FOR 1 TO 11 FIXTURES HA 3/4" 3/4" - -- -- STAILESS STEEL CONSTUCTION WITH 3/4" 1 INLET. CLEANOUTS: "ZURN" COTG CLEAN OUT TO GRADE: MODEL: Z1400 FCO SEE FLOOR CLEAN OUT: - MODEL: Z1400 WCO PLANS WALL CLEAN OUT: MODEL: Z1447 SQUARE, Z1446 ROUND CO T CLEAN OUT MODEL: Z1445 OFFICE OF THE STATE FIRE MARSHAL APPROVEDFIREA ONLY Reviewed by- APR 2 7 2012 Approval of this plan does not authorize or tppreve anyrHmissloh of deviation from pal +e4r11A fgnlauous, Final approval is subject trait} lAipeegan One set of approved plafls t 3;,P t ;:; available on llta r_�oiaet =its at oil 1 r; E ITY OF ENCINITAS - PARKS & RECREATION FIRE I MOONLIGHT STATE BEACH IMPROVEMENTS GENERAL NOTES AND PLUMBING SCHEDULES DRAWING NO. SHEET M OF /If 04/09/2012 100% C D PLUMBING FIXTURE SCHEDULE FLOOR SINK MIN BRANCH SIZE TRAP GW SYMBOL OR WATER CLOSET (F.V.) C.W. H.W. V. S/W • ARM COLD BEVERAGE STATION • X2.0= 12.0 O4 HAND SINK X1.0 =11.0 • HAND SINK "ADVANCE TABCO" STEAMER • X3.0 =6.0 X3.0 =3.0 X3.0 =6.0 3- COMPARTMENT SINK MODEL: 7 -PS -76 X 3.0 = 3.0 X 3.0 = 3.0 X 3.0 = 3.0 PREP -SINK 1 X 1.5 = 1.5 12" HIGH SIDE SPLASHES. INCLUDES 17 HS ( * *) HAND SINK 1 X 1.0= 1.0 X 1.0 =1.0 X2.0 =2.0 1/4 "X3 "X2 5/16" FULL LENGTH 1 3/4" 3/4" -- -- -- REMOVABLE UTILITY TRAY FOR USE WITH 1 ( * * *) X 2.0 = 6.0 3" FLOOR SINK 1 -- -- 12" SIDE SPLASH UNITS. LEVER OPERATED 2" FLOOR SINK 4 -- -- X 2.0 = 8.0 FLOOR DRAIN DRAIN AND BUILT -IN OVERFLOW WITH -- -- X 2.0 = 30 HOSE ( j IBB 1 1 X 2.5 = 2.5 PLASTIC OVERFLOW TUBE AND SPRING -- HOSE BIBB (ADDITIONAL) 11 X 1.0 = 11.0 -- -- CLAMPS. P -TRAP IS 1 1/2" IPS. 1 -1/4 157.5 F.U. 19.5 F.U. 152 F.U. GARAGE BUILDING MOP SINK 3 -COMP SINK: "ADVANCE TABCO" X3.0 =6.0 X3.0 =3.0 X3.0 =6.0 FLOOR DRAIN 2 -- MODEL: FC -3- 1818 -18RL S (**) HOSE BIBB (ADDITIONAL) 2 X 1.0 = 2.0 -- -- BACKSPLASH HAS TILE EDGE FOR EASE 1 ( * * *) 3/4" 3/4" -- -- -- OF INSTALLATION. SINK BOWLS ARE 3/4" 5 F.U. 12 F.U. LIFEGUARD STATION WATER CLOSET (F.V.) 1 X 5.0 = 5 COVED CORNER AND MEET NSF X 4.0 = 4.0 LAVATORY 1 X 1.0 = 1.0 X 1.0 = 1.0 X 1.0 = 1.0 REQUIREMENTS. SINK BOWLS ARE 14" 1 X 1.5 = 1.5 X 1.5 = 1.5 X 2.0 = 2.0 SHOWER 3 DEEP FOR GREATER CAPACITY. X2.0 =6.0 X2.0 =6.0 FLOOR SINK 1 -- -- 1 -COMP SINK: "ADVANCE TABCO" HOSE BIBB (ADDITIONAL) 2 X 1.0 = 2.0 -- -- SUBTOTAL MODEL: FC -1- 1818- 24RorL 15.5 F.U. 8.5 F.U. 15 F.U. BACKSPLASH HAS TILE EDGE FOR EASE S ( * *) 3/4" 3/4" __ __ __ OF INSTALLATION. SINK BOWLS ARE 3/4" 2 ( * * *) COVED CORNER AND MEET NSF REQUIREMENTS. SINK BOWLS ARE 14" DEEP FOR GREATER CAPACITY. SAND/OIL INTERCEPTOR: "JENSEN" S01 MODEL: JP500SO ( *) __ __ 2" 4" 4" LIQUID CAPACITY: 500 GALLON. TANK DESIGNED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS. SAND /OIL INTERCEPTOR: "JENSEN" MODEL: JP75OS0 M -- -- 2" 4" 4" LIQUID CAPACITY: 750 GALLON. TANK 21 DESIGNED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS. SAND /OIL INTERCEPTOR "JENSEN" MODEL: JP320SO S01 LIQUID CAPACITY: 320 GALLON. TANK (*) 3 -- -- 2" 2" -- DESIGNED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS. GREASE INTERCEPTOR: "JENSEN" MODEL: JP750G WITH TKB -2432Z SAMPLE 1 *) BOX. LIQUID CAPACITY: 750 GALLON. TANK 1 ( -- -- 2" 4„ 4„ DESIGNED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS. TRENCH DRAIN: "ZURN" MODEL: Z806 -HDS. TID CHANNELS SHALL BE 120 LONG, 6 WIDE, 1 -- 2" 4" 4" AND HAVE A 4 THROAT. MODULAR CHANNEL SECTIONS SHALL BE MADE OF 0% FIBER REINFORCED POLYMER (FRP). NOTES: ALL FIXTURES AND FAUCETS ARE SELECTED BASED ON THE STANDARDS AND FOR CODE COMPLIANCE. PLUMBING CONTRACTOR SHALL VERIFY AND OBTAIN APPROVAL FROM THE OWNER FOR EXACT TYPE AND STYLE OF EACH FIXTURE. ALL FIXTURES DESIGNATED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES SHALL BE IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990" FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION Al 17.1 - "PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE" AND /OR GOVERNING CODE. ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING BUT NOT LIMITED TO WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND /OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR BASE BID. IF THE SCHEDULED OR SPECIFIED EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AND ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES. ALL APPLICABLE PLUMBING PRODUCTS SHALL BE IN COMPLIANCE WITH AB 1953. ( *) REFER TO CIVIL DRAWING (SHEET 11182 -G) FOR EXACT LOCATION. ( * *) VERIFY SPECIFICATIONS WITH ARCHITECT PRIOR TO PURCHASE. ( * * *) PLUMBING FIXTURES TO INCLUDE ALL ACCESSORIES TO ENSURE FUNCTIONALITY. INDIRECT WASTE TO FLOOR SINK TABLE FLOOR SINK LIST OF FIXTURES DRAINED TO FLOOR SINK SW GW O3 COMPARTMENT SINK & HAND SINK WATER CLOSET (F.V.) 0 OVEGGIE SINK X 4.0 = 68.0 • OFUTURE COLD BEVERAGE STATION • X2.0= 12.0 O4 HAND SINK X1.0 =11.0 • O5 STEAMER • X3.0 =6.0 REVISIONS I APPROVED I DATE SUB - CONSULTANT &3E0 Cletrem t® 1L.Sk.,,, Sao Ucgw G 921 Salehi Engineering, Inc. R j N. Z 4 PLUMBING FIXTURE UNIT SCHEDULE FIXTURE QTY F.U. (CW) F.U. (HW) TF.U. (SEWER) CONCESSION BLDG WATER CLOSET (F.V.) 17 X 5.0 = 85 -- X 4.0 = 68.0 URINAL 6 X5.0 =30 PRESSURE AVAILABLE (HI) .............................= X2.0= 12.0 LAVATORY 11 X1.0 =11.0 X1.0 =11.0 X1.0 =11.0 MOP SINK 2 X3.0 =6.0 X3.0 =3.0 X3.0 =6.0 3- COMPARTMENT SINK 1 X 3.0 = 3.0 X 3.0 = 3.0 X 3.0 = 3.0 PREP -SINK 1 X 1.5 = 1.5 X 1.5 = 1.5 X 2.0 = 2.0 HAND SINK 1 X 1.0= 1.0 X 1.0 =1.0 X2.0 =2.0 DRINKING FOUNTAIN 1 X 1.0 = 0.5 -- X 1.0 = 1.0 OUTDOOR SHOWER 3 X 2.0 = 6.0 -- X 2.0 = 6.0 3" FLOOR SINK 1 -- -- X 3.0 = 3.0 2" FLOOR SINK 4 -- -- X 2.0 = 8.0 FLOOR DRAIN 25 -- -- X 2.0 = 30 HOSE ( j IBB 1 1 X 2.5 = 2.5 -- -- HOSE BIBB (ADDITIONAL) 11 X 1.0 = 11.0 -- -- SUBTOTAL 1 -1/4 157.5 F.U. 19.5 F.U. 152 F.U. GARAGE BUILDING MOP SINK 1 X3.0 =6.0 X3.0 =3.0 X3.0 =6.0 FLOOR DRAIN 2 -- -- X 2.0 = 4.0 HOSE BIBB (ADDITIONAL) 2 X 1.0 = 2.0 -- -- OUTDOOR SHOWER 1 X 2.0 = 2.0 X 2.0 = 2.0 X 2.0 = 2.0 SUBTOTAL 10 F.U. 5 F.U. 12 F.U. LIFEGUARD STATION WATER CLOSET (F.V.) 1 X 5.0 = 5 -- X 4.0 = 4.0 LAVATORY 1 X 1.0 = 1.0 X 1.0 = 1.0 X 1.0 = 1.0 SINK 1 X 1.5 = 1.5 X 1.5 = 1.5 X 2.0 = 2.0 SHOWER 3 X2.0 =6.0 X2.0 =6.0 X2.0 =6.0 FLOOR SINK 1 -- -- X 2.0 = 2.0 HOSE BIBB (ADDITIONAL) 2 X 1.0 = 2.0 -- -- SUBTOTAL 15.5 F.U. 8.5 F.U. 15 F.U. GRAND TOTAL 183 F.U. 33 F.U. 179 F.U. SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS DATE: WATER CALCULATION DESIGN CRITERIA FOR COMMERCIAL /RESIDENTIAL BUILDINGS: WATER PIPE SHALL BE SIZED UTILIZING THE PRESSURE ANALYSIS METHOD OF APPENDIX "A" OF THE 2010 EDITION OF THE CALIFORNIA PLUMBING CODE AND SECTION 610.0. THE MAXIMUM VELOCITY THROUGH ANY WATER PIPE SHALL BE NO GREATER THAN 8 FEET PER SECOND (COMMERCIAL) AND 6 FEET PER SECOND (RESIDENTIAL) FOR COLD WATER AND 5 FEET PER SECOND FOR HOT WATER. TYPE OF SYSTEM: FLUSH VALVE 1 TOTAL FIXTURE UNITS ........ ............................... = 183 TOTAL G.P.M. DEMAND ........ ............................... = 88 PRESSURE AVAILABLE (LOW) .............................= 85.6 PSI, CONTRACTOR TO VERIFY. PRESSURE AVAILABLE (HI) .............................= 90 PSI, CONTRACTOR TO VERIFY. METER SIZE(VERIFY WITH LOCAL WATER CO.) ... = (E) 2 INCHES LOSS THRU METER ............... ..............................= 7.5 PSI LOSS THRU BACKFLOW PREVENTER ...................= 12 PSI PRESSURE REGULATOR SET AT ..........................= 80 PSI LOSS THRU REGULATOR ....... ............................... 6.5 PSI LOSS THRU WATER SOFTNER .............................= xxx PSI LOSS THRU WATER FILTER ... ..............................= xxx PSI LOSS THRU REVERSE OSMOSIS ..........................= xxx PSI ELEVATION ............................ ..............................= 12 FEET PRESSURE AVAILABLE ........... .............................. = 59.6 PSI RESIDUAL PRESSURE ............ .............................. = 25 PSI DEVELOPED LENGTH ............. ..............................: 340 FEET (FROM * METER OR * PRV TO MOST REMOTE 208 FIXTURE) FITTING LENGTH(DEVELOPED LENGTH X 0.25)...= 85 FEET TOTAL DEVELOPED LENGTH(TDL)(DEVELOPED LENGTH + FITTING LENGTH) = 405 FEET ELEVATION........................... ............................... = 12 FEET P1 = 59.6 - [25 + (12 X 0.43) ] .............. = 29.44 PSI P1 X 100 / TOIL = 29.44 X 100/405 = 7.26 PSI 7.26 FRICTION LOSS PER 100 FEET 18 PRESSURE REGULATOR:"WILKIN" MODEL 500XLFC ( *) BACKFLOW PREVENTER: "WILKIN" MODEL 375AXL ( *) ( *) CONTRACTOR TO VERIFY THE MAKE AND MODEL NUMBER IS ACCEPTABLE BY THE LOCAL WATER COMPANY PRIOR TO BID. PIPE SIZE (INCHES) G.P.M. F.V. COLD WATER 0 8FPS F.T. G.P.M. HOT WATER 0 5FPS 3/4 8 -- 208 3 10 7 8 1 17 -- 24 13 18 1 -1/4 29 12 51 19 28 1 -1/2 40 28 86 26 45 2 70.5 108 225 47 115 2 -1/2 115 336 460 72 241 WATER HEATER CALCULATION QTY. FIXTURE GPH SINGLE SERVICE TYPE RECOVERY FULL SERVICE TYPE QTY. 1 3 -COMP SINK 42 77 X 0.80 = 61.6 GPH 1 1 LAVATORIES 5 BTU INPUT = 61.6 X 60 X 8.3 .98 X 3412 2 HAND SINK 10 1 MOP SINK 15 MINIMUM KW INPUT = 9.176 1 PREP SINK 5 TOTAL 6 77 GREASE INTERCEPTOR CALCULATIONS GREASE INTERCEPTOR SIZED IN ACCORDANCE WITH CPC 2010, TABLE 10 -3 APPLIANCE /EQUIPMENT RECOVERY F.0 QTY. TOTAL FLOOR SINK (3 -COMP SINK) SYMBOL 3 1 3 FLOOR SINK (PREP SINK) WEIGHT 3 1 3 MOP SINK 3 1 3 FLOOR DRAIN 1 3 2 6 TOTAL KW 14 REQUIRED SIZE GRAVITY TYPE GREASE INTERCEPTOR: 750 GALLON (LBS) ELECTRIC WATER HEATER SCHEDULE STORAGE RECOVERY ELECTRICAL DATA CONNECTIONS OPERATIONAL SYMBOL MAKE MODEL CAPACITY AT 60" F WEIGHT REMARK INLET OUTLET (GAL) (GAL /HR) VOLTS PHASE KW FLA (INCH.) (INCH.) (LBS) H WH AO SMITH DEL -20 20 18 208 1 2.5 12,0 3/4 3/4 240 ❑1 2� 3❑ WH WH 2 3 AO SMITH DEL -20 20 18 208 1 4.5 21,6 3/4 3/4 240 1❑�2 ❑3 WH 4 �\()- GMIT4 DEN -40 40 rp1 208 3 9.0 19.2 3/4 3/4 445 ❑1 E 4❑ D1 FURNISD INSTALL WITH APPROVED EXPANSION TANK (PER BOTH WA ET R HEATER AND EXPANSION TANK MANUFACTURER RECOMMENDATIONS). F2 FURNISH AND INSTALL TWO (2) 16 GA. 2" WIDE SHEET METAL SEISMIC STRAPS. SECURE TO DRYWALL: WITH LAG BOLTS WITH WASHERS, CONCRETE WALL: CONCRETE INSERTS WITH BOLTS AND WASHERS. F3 NON- SIMULTANEOUS AND SINGLE ELEMENT OPERATION. ❑4 SIMULTANEOUS DUAL ELEMENT OPERATION. ENGINEERING DATE: APPROVALS BUILDING & PLANNING I by-All I=I PARKS & RECREATION BY: BY: DATE: 04/20/2012 DATE: FIRE OFFICE OF THE STATE FIRE MARSHAL APPROVED FIR ONLY s. eviewed by �- APR 2 7 2012 Xpproval of this plan does no,tautherize to ppr©ve any 044+s64an vt devlatioe from pplisal9ltt,eOoimwti,a Fmdl approval is subject o f1t44 illy e0494k RAs set of approved plans s, fi; auallable on th€ Dwieet site at al! t', ,,,> CITY OF ENCINITAS - PARKS & R MOONLIGHT STATE BEACH IMPROVEMENTS PLUMBING SCHEDULES DRAWING NO. SHEET 59 OF / 04/09/2012 100% CD REVISIONS I APPROVED I DATE SUB - CONSULTANT Camullak 896DQeir�"nt Mega 81vd,5k.111 Sa"Dlego, fA 92111 (W) 2�sl £a:1�i 2J2S5M Salehi Engineering, Inc. No SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach. CA . 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS DATE: ENGINEERING DATE: APPROVALS BUILDING & PLANNING Fw 107-\121 PARKS & RECREATION BY: _ BY: DATE: 04/20/2012 I DATE: KEY NOTES KEYNOTES ARE CONSIDERED "TYPICAL" UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS EXISTING 2" WATER METER TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE PRIOR TO BID AND COMMENCEMENT. ❑ 2 EXISTING MANIFOLD 2" AND 1 -1/2" BACKFLOW PREVENTORS. COORDINATE LOCATION, SIZE AND MANIFOLD SYSTEM WITH SAN DIEGUITO WATER DISTRICT PRIOR TO INSTALLATION OF NEW AND REQUIRED 2 -1/2" PIPE SYSTEM. THRU F-5] NOT USED. POINT OF CONNECTION TO EXISTING WATER METER AND BACK FLOW PREVENTER. n7 THRU F-9] NOT USED. 10 3/4" COLD WATER PIPE TO SERVE HOSE BIBB. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 11 NEW 2 -1/2" COLD WATER PIPE. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION, ROUTING AND CONTINUATION. 12 2 -1/2" COLD WATER PIPE FEEDING RESTROOM /CONCESSION BUILDING. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION AND ROUTING. 13 1 -1/2" COLD WATER PIPE FEEDING LIFE GUARD STATION. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION AND ROUTING. 14 1" COLD WATER PIPE FEEDING GARAGE BUILDING. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION AND ROUTING. 15 1" CW PIPE FEEDING OUTDOOR SHOWERS AND DRINKING FOUNTAIN. REFER TO LANDSCAPE DRAWINGS AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 16 THRU 17 NOT USED. 18 3" WASTE TO 500 GALLON SAND /OIL INTERCEPTOR. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 19 4" WASTE PIPE TO GREASE INTERCEPTOR. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 20 4" WASTE TO 750 GALLON SAND /OIL INTERCEPTOR. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 21 4" SEWER. REFER TO CIVIL DRAWINGS FOR CONTINUATION. n22 2" VENT PIPE FROM SAND OIL / GREASE INTERCEPTOR SYSTEM. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 23 2" COTG. 24 2" WASTE PIPE. REFER TO CIVIL DRAWINGS FOR CONTINUATION. GENERAL NOTES 1. ALL ABOVE AND BELOW GRADE SEWER PIPING SHALL RUN ® 1/4" PER FOOT OF RUN. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND CONNECTION OF WATER SERVICE PRIOR TO BID AND COMMENCEMENT OF WORK. 4. REFER TO CIVIL DRAWING (SHEET 11182 —G) FOR EXACT LOCATION OF GREASE AND SAND /OIL INTERCEPTORS. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF SEWER AND WATER FROM EXISTING LIFE GUARD STATION PRIOR TO BID AND COMMENCEMENT OF WORK. 5. CONTRACTOR SHALL MAKE PROVISION(S) FOR ALL UTILITIES CONNECTIONS TO THE LIFEGUARD STATION IF THE BID ALTERNATE 1 IS EXCLUDED FROM EXECUTION. CONTRACTOR SHALL PROVIDE A LINE ITEM IN HIS BID DOCUMENT. 6. ALL FASTENING PRODUCT TO BE GALVANIZED. QED PLAN - F ENCINITAS - Of 11( t' 01 ; -HI ' i!Aj f ,Ri M c AR.,H APPROVED FIRS AL D !_v it ccinviu by . APR 2 '7 20,12 A Ppr��nil..i rr��; 1•',,, gi �,... & RECREATION FIRE I MOONLIGHT STATE BEACH IMPROVEMENTS SITE PLAN - PLUMBING 1 M IF 141FA DRAWING NO. 1211151 % SHEET �70 OF //S 04/09/2012 100% CD REVISIONS I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — FS 92 S.F. � � - - -- - -- 67 S.F.------- r------ - - - - -- —� 3.3 IN HR 57 3,3 IN HR 57 - -- - -- -- -- — — — — — - — — — — — — — — — — — — — — — — 29 TD 4 29 I 29 29 _ _ �1 WC , 29 8 16 P1- AP1 -3.0 96 S.F. 57 3.3 IN HR Liju HS 1 E 2"WCO 9 FS 16 2 P1 -1im, CONCESSIONS 8 \ i I U TOI " I KDTY P) 1 DRY STORAGE 2 (Np>) 3 17 36 ® 561 I \ I I � �P1- 1.1P1 -3.0 0 \ 27 56 (TYP) P1 -1.1 P1 -3.0 I r \IV// MEN'S P 4-1 RESTOROOM — s�27 (!F) 29 —I — - -- I WC FD ENTR WOMEN'S WC DRESSING 1 T 09 05 06 t4„ 4„ 4„ � 1 \ WH FD 2 ° 4 I 38 56 56 S.F. 3.3 IN HR L ----- - - - - -- = =-� ! 30 2 (NP) i Pl -1.1 P1 -3.0 I 35 Ll 4 'L — TO 750 GALLON SAND /OIL INTERCEPTOR 46 66 SOI 2 APPROVED FLOOR PLAN - WASTE ,11P1 -1.1 SCALE: 1/4" = 11-0" KEY NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. ❑1 4" SEWER PIPE. FOR CONTINUATION REFER TO SITE PLAN ON SHEET P1.0. 29 4" FCO 2 THRU 10 NOT USED. 30 4" COTG. 11 2" WASTE, 2" VENT SERVING FLOOR DRAIN. 31 3" FCO. 12 2" WASTE, 2" VENT SERVING FLOOR SINK. 32 THRU 34 NOT USED. 13 2" WASTE, 2" VENT SERVING LAVATORY. 35 2" VENT PIPE FROM GREASE INTERCEPTOR / SAND OIL INTERCEPTOR. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 14 2" WASTE, 2" VENT SERVING MOP SINK. 36 2" VENT BELOW FLOOR. 15 2" WASTE, 2" VENT SERVING URINAL. 37 DISCHARGE FULL SIZE P &T RELIEF VALVE INTO MOP SINK WITH LEGAL AIR GAP. CUT 16 3" WASTE, 2" VENT SERVING FLOOR SINK. TERMINATION POINT AT 45 DEGREES FACING THE WALL. 17 4" WASTE, 2" VENT SERVING WATER CLOSET. 38 FULL SIZE WATER HEATER P &T RELIEF DRAIN ONTO LANDSCAPE AREA. TERMINATE AT 6" ABOVE FINISH GRADE. CUT TERMINATION POINT AT 45 DEGREES FACING THE WALL. 18 THRU 26 NOT USED. 39 THRU 44 NOT USED. 27 2" WCOe 45 3" WASTE TO SAND /OIL INTERCEPTOR, REFER TO CIVIL DRAWINGS FOR CONTINUATION. 28 3" WCO. 46 4" WASTE TO SAND /OIL INTERCEPTOR REFER TO CIVIL DRAWINGS FOR CONTINUATION DATE SUB - CONSULTANT c- ".ror,t Ima.��..a,,, Sm Uego. CA 92111 Fe Fa(dW)N]556, :(8%)RTJ4594 Salehi Engineering, Inc, Pm; N. 2 M SDA PROJECT NO. ARCHITECT 0902 ® FD 1 DRESSING 11 To 1 WC 2 FD 1 3 56 38 157 S.F. 3.3 IN HR N RENTALS 36 \ (TYP OF 5) 47 15 . — ® 1S 4 12 \ Ii HS 1 —® TD I I 0 \� 1 II I 4" FD � II 1 l 29 � (TYP) TYP I P1 -1.1 P1 -3.0 I i ® FS 5 12 I 1 1 � I 4" 29 I WHc - — — — — — — — — — — -- — — — — — — — — — — — ` FCO FCO rL------------------ - -------- , I I � I I I I I 145 45 � 48 35 1351 TO 500 GALLON SAND /OIL INTERCEPTOR TO GREASE INTERCEPTOR 66 S01 " (TYP) 66 GI 1 1- 1.1P1 -3.1 1 47 4" WASTE, 2" VENT TO SERVING OPEN TRENCH DRAIN. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS AND EXACT LOCATION. 48 4" WASTE TO GREASE INTERCEPTOR. REFER TO CIVIL DRAWINGS FOR CONTINUATION, 49 THRU 55 NOT USED. 56 OPEN TRENCH. FOR CONSTRUCTION DETAIL REFER TO ARCHITECTURAL DRAWING A6.1 DETAIL # 5. 56 2" ROOF DRAIN AND OVERFLOW LEADERS. DAYLIGHT 12" ABOVE FINISH FLOOR. 57 2" ROOF DRAIN. DAYLIGHT 12" ABOVE FINISH FLOOR. REFER TO ARCHITECTURAL DRAWINGS FOR SCUPPER SIZE AND LOCATION. 58 THRU 65 NOT USED. 66 REFER TO CIVIL DRAWING (SHEET 11182 -G) FOR EXACT LOCATION AND TO PLUMBING DRAWING (SHEET P1 -0.3) PLUMBING FIXTURE SCHEDULE FOR SPECIFICATIONS. PUBLIC WORKS ACRD FILE NO. Stephen Dalton Architects 1mr- 444 South Cadres . Studio 182 CITY PROJECT NO: Solana Beach, CA. 92075 [: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING m DATE: GENERAL NOTES 1. ALL ABOVE AND BELOW GRADE SEWER PIPING SHALL RUN 0 1/4" PER FOOT OF RUN. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES AND ROUGH —INS. 3. ALL FASTENING PRODUCTS TO BE GALVANIZED. APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: R �` '.. BY: — DATE: DATE: 04/20/2012 DATE: FIRE OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE Reviewed by APR 2 7 2012 Approval of th)g Piah does nor authorize o, IEeAplp approval from- final oft l4tt &p�sfiOil 000 sot of approved ple.v available enthenraieat ate at P' OF ENCINITAS - PARKS & RECREATI MOONLIGHT STATE BEACH IMPROVEMENTS FLOOR PLAN - WASTE mom SHEET 91 OF //8 04/09/2012 100% CD 2� - - - - - -- - -- ------- - - - - -- ------------------------ Mill - -- - - - - -- - - -- G — �? 14 �TYP) — — — — — — C 13 (TYP) _. r— — -- -- — — — — — — — - - -- — — - - -- ` — — —.��.— I I I I I WC �/ �y 1 �� jj 045 �I WC I *TX fs+ �WA - I I WHA 2 —. . I a r I 1 r (NP) 12 A 0 24" MAX EXISTING 1 r-711 GENERAL NOTES EL M 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND CONNECTION OF WATER SERVICE. REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. 1 2 -1/2" CW PIPE RUNNING UNDERGROUND. FOR CONTINUATION REFER TO SITE PLAN ❑ 14 1 -1/2" CW PIPE DOWN TO FEED WATER CLOSET. ON SHEET P1.0. 15 THRU 20 NOT USED. 2❑ THRU ❑7 NOT USED. Z 2. ALL WATER DISTRIBUTION PIPING AT CEILING LEVEL, UNLESS OTHERWISE CONTROLLED NOTED. BACKFILL (SAND 21 3/4" H &CW PIPES DOWN TO FEED LAVATORY. 2" F8 3/4" CW PIPE DOWN TO FEED HOSE BIBB. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING 9 1/2" CW TO TRAP PRIMER, RUN 1/2" CW BELOW FLOOR TO TRAP PRIMER FITTING ❑ 1m E — - -- -gin - -- � —��— � — - - - - -T- (TYP) 28 14 (TYP) I 1 1 WH 26 - 41 \ l71 t / MS I P &R \ \� (TYP) 13 U MARINE Lai �Iry'i UH \ �., PE 3 SAFETY ( I ST ORAGE /MAIN O�ANCE PI03E 1 PI. E -2 - ❑ \ (.� ` u RESTROOM 13 14 I �" G�d�F^ J NCESSIONS \ P1-1.2P1 -3. 1 9 (TYP) 27 d V 11 I I I F I I i 9 �t4 HB �\ 1 ti a a _ r2 WH ems\ i iP4_— T2P1 -3.1 2 v \ _ _ (TYP) ril REVISIONS I APPROVED 1 (TYP) 1 — 2 3 I — , U7�—'B' MEN'S WOMEN'S ENTRY ENTRY 08 09 I 4 L_____ FLOOR PLAN SCALE1 /4" = 1' -0" 10 0 D Y \ STORAGE (TYP) /G { i I \ (TYP) \� RENTALS !_ , DRESSING 11 1 - -- I H9 I 1 � I HB ® ( I I WH -- — ° - - - -- I I 1 1 26 J _ - WATER KEY NOTES 24" MAX EXISTING KEYNOTES ON THIS SHEET ARE CONSIDERED 'TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE GENERAL NOTES APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND CONNECTION OF WATER SERVICE. REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. 1 2 -1/2" CW PIPE RUNNING UNDERGROUND. FOR CONTINUATION REFER TO SITE PLAN ❑ 14 1 -1/2" CW PIPE DOWN TO FEED WATER CLOSET. ON SHEET P1.0. 15 THRU 20 NOT USED. 2❑ THRU ❑7 NOT USED. Z 2. ALL WATER DISTRIBUTION PIPING AT CEILING LEVEL, UNLESS OTHERWISE CONTROLLED NOTED. BACKFILL (SAND 21 3/4" H &CW PIPES DOWN TO FEED LAVATORY. 2" F8 3/4" CW PIPE DOWN TO FEED HOSE BIBB. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING 9 1/2" CW TO TRAP PRIMER, RUN 1/2" CW BELOW FLOOR TO TRAP PRIMER FITTING ❑ 22 3/4" H &CW PIPES DOWN TO FEED VEGGIE SINK. FIXTURES AND ROUGH —INS. AT FLOOR DRAIN. 23 3/4" H &CW PIPES DOWN TO FEED 3 —COMP SINK. 10 1" CW PIPE DOWN TO FEED DRINKING FOUNTAIN AND OUTDOOR SHOWERS. REFER TO 24 3/4" H &CW PIPES DOWN TO FEED MOP SINK. CIVIL CONTINUATION AND EXACT ROUTING OF COLD WATER PIPE. REFER TO LANDSCAPE DRAWING FOR EXACT LOCATION OF DRINKING FOUNTAIN. 25 3/4" H &CW PIPES DOWN INSIDE WALL, OFFSET PIPING UNDER THE COUNTER AND 11 3/4 H &CW PIPES DOWN TO FEED HAND SINK. FEED VEGGIE SINK. 28 3/4" H &CW PIPES TO AND FROM WATER HEATER. 12 3/4" CW PIPE DOWN TO FEED MOP SINK. 27 DROP 1/2" CW PIPE AND CONNECT TO COPPER TUBING WITH DIRECT FITTING. -- 13 1" CW PIPE DOWN TO STUB —OUT FOR WATERLESS URINAL. 28 COPPER TUBING (TYPE K). DATE SUB - CONSULTANT WWQa �tMa Blvd,S .111 'q 11L San acgo,G92ll1 Pax lsSe)zn35a Salehi Engineering, Inc. m; Nu B5 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO. ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cadres. Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 DATE: ENGINEERING BY: — DATE: _ APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: (-.�� 7 11tk BY: — DATE: DATE: 04/20/2012 DATE: FIRE NOTE: TRECH SHALL COMPLY WITH SAN DIEGO REGIONAL STANDARD DRAWING M -15 AND SAN DIEGO GAS & ELECTRIC (SDG &E) STANDARD 3370 NTS TRENCH -001 -P C C /l C C (, OFFICE OF THE STATE FIRE MARSHAL APPROVEDFI/ yLY / Reviewed by \ APR 2 7 2012 kpproval of this plan does not authorize or pprgve afiv Omission or deviation from ppI {� 4plh eel Iiati9i a Final approval is subject � H @IE# tOg1500116yi Otte Not of approved plans " wallsble On the nroiaat2lte at X11 - ,,n..- MOONLIGHT STATE BEACH IMPROVEMENTS FLOOR PLAN - WATER 04/09/2012 100% CD 24" MAX EXISTING GRADE — W Z CONTROLLED BACKFILL (SAND Cl) 2" OR ROCK FREE - NATIVE FILL) GAS SERVICE NOTE: TRECH SHALL COMPLY WITH SAN DIEGO REGIONAL STANDARD DRAWING M -15 AND SAN DIEGO GAS & ELECTRIC (SDG &E) STANDARD 3370 NTS TRENCH -001 -P C C /l C C (, OFFICE OF THE STATE FIRE MARSHAL APPROVEDFI/ yLY / Reviewed by \ APR 2 7 2012 kpproval of this plan does not authorize or pprgve afiv Omission or deviation from ppI {� 4plh eel Iiati9i a Final approval is subject � H @IE# tOg1500116yi Otte Not of approved plans " wallsble On the nroiaat2lte at X11 - ,,n..- MOONLIGHT STATE BEACH IMPROVEMENTS FLOOR PLAN - WATER 04/09/2012 100% CD 04/09/2012 100% CD FJ h \A ^�1 REVISIONS I APPROVED I DATE �\b �\O SUB-CONSULTANT e,w �a '.,�on, en��aivys�,u ie, (98)2775 , Salehi Engineering, Inc. „ No SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ISOMETRIC DIAGRAM SCALE: NONE ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 if: 858.792.5916 Iffil ATER PUBLIC WORKS DATE: ENGINEERING WA DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 I-w DATE: �J CITY OF ENCINITAS - PARKS & RECREA FIRE MOONLIGHT STATE BEACH IMPROVEMENTS ISOMETRIC DIAGRAM (WATER) OFFICE OF THE STATE FIRE MARSHAL APPROVED FIRE CONLY eviewedby m_.�. APR 2 7 2012 ',,PProval of this Pia1i does nnotauthotize or rita:vccirtyoro sionfirdeviak nflorrl pt to �u!eregulattotte Final approval issubjep a ,1 1�3rrsPsftton One- ''e=efaF,PfovkihlazrS ` ivai! ?t ie ,n tile nro;ect'ltc It il - W DRAWING NO. SHEET 15 OF fl6 j 04/09/2012 100% CD WALL 10' MIN. FLOOR LINE NOTE: * DETAIL ARE DIAGRAMMATIC. CONTRACTOR IS TO FIELD VERIFY ALL MATERIALS AND INSTALL PER CODE REQUIREMENTS AND �p M; IN• �I MANUFACTURER'S RECOMMENDATION. NICKEL BRONZE TOP COVER FLUSH WITH CONCRETE PAD 18" SQUARE. BOTTOM OF TRENCH FLOOR LINE EXCAVATION SHALL NOT FINISHED GRADE EXTEND BELOW LINES p CONCRETE NICKEL BRONZE TOP COVER FLUSHED TO FLOOR BY CONTRACTOR, PIPE FIN. FLOOR SLEEVE PIPE 4 ENTER PIPE &CAULK ADJUSTING COLLAR b s • °° a e° a. CONCRETE SLAB o: n e AS REQUIRED ___ CLEANOUT PLUG AND BODY. SEE SPECS ADJUSTING COLLAR MIN -- PIPE RISER CLEANOUT PLUG AND BODY. SEE SPECS SOIL OR WASTE PIPE 1/8 BEND FULL SIZE, 4" MAX. RISER SLEEVE 1/8 BEND FULL SIZE, 4" MAX. PIPE 18° WIDER THAN CASING NOTES & FULL WIDTH OF FOOTING PLUG IF END OF LINE SOIL OR WASTE PIPE • THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING, OR OTHERWISE MAINTAINING THE SIDES PLUG IF END OF LINE OF TRENCH FROM CAVING UNTIL BACKFILL IS COMPLETE. FLOW „ „ FLOW K/78 • FOOTING SHALL BE ENCASED IN CONCRETE NOT LESS THEN 6 UNDER AND 18 WIDER THAN SLEEVE & FULL WIDTH OF FOOTING. • DIFFERENT THEN THE STRUCTURAL DETAIL SHALL BE FOLLOWED RELATION OF PIPING TO FOOTING DETAIL P1_11P1_30 , SCALE CLEANOUT TO GRADE DETAIL 2 P1- 1.1P1-3.0 SCALE FLOOR CLEANOUT DETAIL 3 P1- 1.1P1 SCALE NONE NONE -3.0 NONE INDIRECT DRAIN LINE HOT WATER MAY EXTEND AS WASTE OR VENT REFER TO PLANS S.O.V. FOR SIZE AND ROUTING TYP. COLD WATER CONCRETE WALL UNION I I 1/2 GRATE TYP' ASME RATED ° TEMP. & PRESS. EXPANSION TANK RELIEF VALVE CLEANOUT TEE MOUNT FLUSH WITH FLOOR FINISH FLOOR o 1° MIN. FIN. FLOOR ° a I ° — _ d ° ° — — ° 20 GA. X 2” GALV. . STRAP— ATTACHED TO n. d 3/8 WH a LAGTBOLTS n d a (TYP. OF 2) °d ° d° ° .. WASTE LINE W /LENGTH TO SUIT ° °cd a n a ° ° 3/4” DISCHARGE TO SERVICE SINK 1/8 BEND AT END OF LINE CLEANOUT PLATFORM. REFER TO ARCHITECTURAL FLOOR SINK HUB OUTLET CONCRETE SLAB DRAWINGS FOR CONSTRUCTION DETAIL. FLOW WASTE LINE FINISHED FLOOR ° WALL CLEANOUT DETAIL P1 - 1.1P1 -3.0 SCALE INDIRECT WASTE TO FLOOR SINK DETAIL P1 -1. P1 -3.0 SCALE ELECTRIC WATER HEATER DETAIL P1- 1.2P1 SCALE NONE NONE -3.0 NONE 1/2" C.W. FORM NEAREST C.W. SUPPLY (SEE PLAN) 2" VENT THRU ROOF CONCRETE WALL, REFER TO-",' p < ' < ' ARCHITECTURAL DRAWINGS FOR - - HOT WATER CONSTRUCTION DETAIL •'• CONCRETE WALL 3 COMPARTMENT SINK I I SOV (TYP.) °a'� COLD WATER ��e • , , a 'r-777 EXPANSION TANK , ; ..,. •. e �!' OFFICE OF THE STATE FIRE MARSHA1 UNION (TYP.) ASME RATED TEMP. RELIEF e - " APPROVED FIRE AND IC ONLY VALVE UNIONS (TYP. 2) UNIONS a. :, •% Reviewed by I WH 20 GA. X 2" GALV. e . :' I WH IN LINE TRAP PRIMER UNISTRUT UNISTRUT P -1000T ° STRAP- ATTACHED TO I ` B APR 2 7 2012 CHANNEL, BOLT TO WOOD • e PLANE WITH 3/8" LAG BOLTS ' • '' I I WALL STRUCTURE WITH (2) 3 8 "x1 -3/4" • (TYP. OF 2) a "' I •.' :. 4pprovaIof this plandoex not authorize or LAG �OLTS AT EACH 6 .. z ' ; I ppr vean otnl4siaharsleviatlpofrom y STRAP �- • I I END SMITHY PAN •.•:. • g1p1 3hlr ^,rego!60i ihs f"flulapproval issghjer . fi ld�ncaW�4ia", 0��st'of approved plans FLOOR SINK OR FLOOR DRAIN FRAMED PLATFORM , •' a '' a` "' "� _')mloctFiteAtnll FINISH OOR CAPABLE OF 1' a I SUPPORTING THE }' '' ,'d a OPERATING WEIGHT • FL 2" I ° • WATER HEATER FULL SIZE P &T RELIEF 4' .I ^, a .'� °' 2 "x2 "x1/4" THICK GALVANIZED STEEL I I • VALVE. DISCHARGE INTO MOP SINK WITH I, ; • • ANGLE SUPPORT I I FINISH FLOOR 6' -8" MIN ".' LEGAL AIR GAP. CUT TERMINATION i e• '. WELDED CONSTRUCTION — TERMINATE DRAIN ABOVE e POINT AT 45 DEGREES FACING THE Q '. • . ••` , FLOOR SINK WITH LEGAL I I FULL SIZE P &T WALL. FOR WATER HEATER 1. ' . ' •" ' ' ; ; '. AIR GAP. I I RELIEF VALVE FOR MOP SINK WASTE TO SYSTEM WATER HEATERS e : a C`, ,' '.' ' '�• t • a: FINISHED FLOOR SLOPE FLOOR SINK TRAP SIDE ELEVATION FRONT ELEVATION TRAP PRIMER DETAIL P1- 1.2P1-3.0 SCALE INDIRECT WASTE FROM 3 COMP. 8 SINK TO FLOOR SINK DETAIL pi 3.0 SCALE ELECTRIC WATER HEATER DETAIL 9 P2- 1.3P1 SCALE NONE NONE -3.0 NONE REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 0902 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. * * fcHANttE= Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach . CA. 92075 PUBLIC WORKS BY: BY: ENGINEERING BUILDING & PLANNING BY: PARKS & RECREATION BY: FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS P 1 ACAD FILE NO. CITY PROJECT NO: SalehiEngineering,Inc. oA`sFO t: 858.792.5906/f:858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: PLUMBING DETAILS SHEET `%U OF //& 04/09/2012 100% CD 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) STANDARD *12" MIN. WHEN SUBJECT 4 "PVC INLET TO TRAFFIC AS REQUIRED & OUTLET PIPE AND 2432 RISER -30 , 6" FITTINGS, OR 12" STANDARD m TANK DESIGNED FOR H -20 TRAFFIC WHEEL INVERT 24 "k ' LOAD WITH DRY SOIL CONDITIONS (WATER CUTAWAY INLET INVERT TABLE BELOW TANK). SIDE VIEW OWLET ■ SUITABLE NATIVE OR SUB —BASE SHALL BE :SANITARY TEE PREPARED TO HANDLE ANTICIPATED D : OR ELBOW PER E C LOADS. THE EXCAVATION SHALL BE LOCAL CODE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. ~— B ■ FOR COMPLETE DESIGN AND PRODUCT (COVERS REMOVED) F- r , INFORMATION CONTACT JENSEN PRECAST. TOP VIEW I I I I I II I A CEJp LIL-------- JL --- J I II I II I SAND /OIL INTERCEPTOR DETAIL NOTE: * DETAILS ARE DIAGRAMMATIC. CONTRACTOR IS TO FIELD VERIFY ALL MATERIALS AND INSTALL PER CODE REQUIREMENTS AND MANUFACTURER'S RECOMMENDATION. REVISIONS I APPROVED I DATE SCALE P1 -1.3 P1 -3.1 FNONE NT WITH A STAINLESS STEEL XACT LOCATION WITH ARCHITE ARCHITECT PRIOR TO INSTAI RUN 2" VENT IN FINISHED GRADE 2 SCALE VENT TERMINATION DETAIL (BID ALTERNATE 1) P1- 1.2P1 -3.1 NONE 4 SCALE 5 SCALE T2P1 SCALE NOT USED P3.0 NOT USED P1- 1.1P1 -3.0 NOT USED P1- -3.0 NONE NONE NONE 7 SCALE NOT USED P1- 1.2P1 -3.0 NONE SUB - CONSULTANT eswa�m"�w ata,s�u, Fv�497-059 Salehi Engineerin& Inc. P,,. Na Z9m SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / 1: 858.792.5916 PUBLIC WORKS m DATE: NOT USED ENGINEERING m_ DATE: APPROVALS BUILDING & PLANNING 33 DATE: OFFICE OF THL SI AI L HRL MARSHAL. APPROVED FIRE ONLY Reviewed by C APR 2 7 2012 4pproval of this plan doeg not authorize dr Ipprove tjeVituhn,truth ppJte�Mle• =g laeiurp fiRa( approval issubject aa1e1HIn§ Fsl {pA OPesetOf approved plans i,ali he available on the naoiect site 4t all 1 SCALE NOT USED (T SCALE P1 -1.1 P1 -3.0 NONE P1 -1.3 P1 -3.1 NONE PARKS & RECREATION BY: BY: 04/20/2012 DATE: DATE: CITY OF ENCINITAS - PARKS & RECREA' FIRE MOONLIGHT STATE BEACH IMPROVEMENTS PLUMBING DETAILS DRAWING NO. SHEET 97 OF //81 04/09/2012 100% CD LIQUID WIDTH OVERALL LENGTH TANK HEIGHT INLET OUTLET MINIMUM MINIMUM11EDEPTH TANK MODEL CAPACITY A� 'B' D E EXCAVATION EXCAVATION OF WEIGHT NUMBER GALLONS 'C' WIDTH LENGTH BURY LBS. KJP320S0 320 S-0 7 -0 4 —6 3 —7 3 —4 4 —0 8 —0 6 MAX. 6,600 KJPSOOSO 500 4 -0 6 -0 5 -10 4 -10 4-7 5 -0 7'-0- 6 MAX. 6,750 KJP750SO 750 4--0-' 8 -1 6'_0 5-0 49 5--o-- 9'-l" 6 MAX. 9,000 SAND /OIL INTERCEPTOR DETAIL NOTE: * DETAILS ARE DIAGRAMMATIC. CONTRACTOR IS TO FIELD VERIFY ALL MATERIALS AND INSTALL PER CODE REQUIREMENTS AND MANUFACTURER'S RECOMMENDATION. REVISIONS I APPROVED I DATE SCALE P1 -1.3 P1 -3.1 FNONE NT WITH A STAINLESS STEEL XACT LOCATION WITH ARCHITE ARCHITECT PRIOR TO INSTAI RUN 2" VENT IN FINISHED GRADE 2 SCALE VENT TERMINATION DETAIL (BID ALTERNATE 1) P1- 1.2P1 -3.1 NONE 4 SCALE 5 SCALE T2P1 SCALE NOT USED P3.0 NOT USED P1- 1.1P1 -3.0 NOT USED P1- -3.0 NONE NONE NONE 7 SCALE NOT USED P1- 1.2P1 -3.0 NONE SUB - CONSULTANT eswa�m"�w ata,s�u, Fv�497-059 Salehi Engineerin& Inc. P,,. Na Z9m SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . CA. 92075 t: 858.792.5906 / 1: 858.792.5916 PUBLIC WORKS m DATE: NOT USED ENGINEERING m_ DATE: APPROVALS BUILDING & PLANNING 33 DATE: OFFICE OF THL SI AI L HRL MARSHAL. APPROVED FIRE ONLY Reviewed by C APR 2 7 2012 4pproval of this plan doeg not authorize dr Ipprove tjeVituhn,truth ppJte�Mle• =g laeiurp fiRa( approval issubject aa1e1HIn§ Fsl {pA OPesetOf approved plans i,ali he available on the naoiect site 4t all 1 SCALE NOT USED (T SCALE P1 -1.1 P1 -3.0 NONE P1 -1.3 P1 -3.1 NONE PARKS & RECREATION BY: BY: 04/20/2012 DATE: DATE: CITY OF ENCINITAS - PARKS & RECREA' FIRE MOONLIGHT STATE BEACH IMPROVEMENTS PLUMBING DETAILS DRAWING NO. SHEET 97 OF //81 04/09/2012 100% CD SANI FLOOR PLAN - PLUMBING (BID ALTERNATE SCALE:1 /4" = i-0" 2 � FLOOR PLAN - SCALE:1 /4" = T-0" ING KEY NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION GENERAL NOTES WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. 1 4" SEWER PIPE TO SAND /OIL INTERCEPTOR. FOR CONTINUATION REFER TO CIVIL ❑ 20 THRU 24 NOT USED DRAWINGS. 1. ALL ABOVE AND BELOW GRADE SEWER PIPING SHALL RUN ®1/4" PER FOOT F2 VENT PIPE FROM SAND /OIL INTERCEPTOR. 25 3/4" H &CW CAPS FOR FUTURE USE. OF RUN. 26 1" COLD WATER PIPE. FOR 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING F3 REFER TO CIVIL DRAWING (SHEET 11182 -G) FOR EXACT LOCATION AND TO PLUMBING CONTINUATION REFER TO SITE PLAN ON SHEET P1.0. FIXTURES. DRAWING (SHEET P1 -0.3) PLUMBING FIXTURE SCHEDULE FOR SPECIFICATIONS. 27 3/4" CW DOWN TO FEED MOP SINK AND TRAP PRIMER. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR ROUTING AND r4 THRU 10 NOT USED. 28 DROP 1/2" CW PIPE AND CONNECT TO COPPER TUBING WITH DIRECT FITTING. CONNECTION OF WATER SERVICE. 11 2" WASTE, 2" VENT. 4. ALL WATER DISTRIBUTION PIPING SHALL BE LOCATED ABOVE FINISHED CEILING 29 COPPER TUBING (TYPE K). BELOW BUILDING INSULATION, UNLESS OTHERWISE NOTED. 12 THRU 15 NOT USED. 30 3/4" CW PIPE DOWN TO FEED HOSE BIBS. 16 2" WCO• 31 3/4" H &CW PIPES TO AND FROM ELECTRIC WATER HEATER. 17 4" FCO 32 THRU 36 NOT USED. 18 2" VENT BELOW FLOOR. 37 2" ROOF DRAIN. DAYLIGHT 12" ABOVE FINISH FLOOR. DISCHARGE ONTO SPLASH 19 2" VENT PIPE UP THROUGH FLOOR. TERMINATE AT MINIMUM 12" ABOVE FINISH BLOCK. REFER TO ARCHITECTURAL DRAWINGS FOR SCUPPER SIZE AND LOCATION. GRADE. PROTECT PVC PIPE WITH STAINLESS STEEL SLEEVE. COORDINATE EXACT LOCATION WITH ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REVISIONS I APPROVED I DATE SUB - CONSULTANT Sm�Diegq G92ttl Td MM"MMI ® Fa:1MiT1G Salehi Engineering, Inc. Fm N.,r SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS M DATE: ENGINEERING M DATE: APPROVALS BUILDING & PLANNING IIYA DATE: PARKS &RECREATION BY:�t BY: 04/20/2012 DATE: DATE: 9Ia= LTERNATE OFFICF OF fh1_) Ii_ APPROVEDFIRFA PAN'R ONLI Reviewed by, APR 2 7 2012 Approval of this plan does not authorize or tpprove any omission or deviation from ' ipphcablere�e +laoeaes.Pivalappecwal i�%ubject '; li 6� iavaailable ea the oroteett F , at,. plaits CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE PLAN - PLUMBING (WASTE & WATER) DRAWING NO. SHEET OF/49,1 04/09/2012 100% CD E FIRE MARSHAL ONLY 2012 tat authorize ar V i m tio I t from l approval is subiect of approved Wiaet rite at ^!' REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 ° °tea ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH Stephen Dalton Architects, �m, INC. �" 0 2 444 South Cedros . Studio 182 gy; BY: BY: BY:�t BY: IMPROVEMENTS CITY PROJECT NO: solana eeacn . CA, szo75 Salehi Engineering, Inc. „"a" "� npfcA�ppr t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: LEGENDS SYMBOLS AND NOTES SHEET %% OF / /P5 04/09/2012 100% CD ELECTRICAL LEGEND GENERAL NOTES GENERAL NOTES (CONT.) GENERAL RACEWAYS 1. IT IS THE INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER ITEMS REQUIRED TO MAKE COMPLETE 29. INDEMNIFICATION: BY USING THESE DRAWINGS, CONTRACTOR SHALL PROTECT, DEFEND, INDEMNIFY, AND SAVE AND OPERATIVE SYSTEM(S). IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL LABOR, EQUIPMENT, HARMLESS CONSULTANT AND ITS PARTNERS, SUCCESSORS AND ASSIGNS, AND THEIR RESPECTIVE OFFICERS, PERMITS, LICENSES, SERVICES. ETC., REQUIRED TO ACCOMPLISH THESE RESULTS. ANYTHING WHICH MAY BE MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, A SECTION LETTER DESIGNATION CONSTRUED AS A NECESSARY PART OF THE INSTALLATION SHALL BE INCLUDED, EVEN IF IT IS NOT DAMAGES, LIABILITIES, LOSSES, COSTS, AND EXPENSES, INCLUDING (BUT NOT LIMITED TO) ATTORNEYS' FEES AND E39 SHEET SECTION APPEARS ON 7 CONDUIT TERMINATED AND CAPPED SPECIFICALLY SHOWN OR MENTIONED. COURT COSTS (COLLECTIVELY "CLAIMS ", CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE OF OR FAILURE TO PERFORM ITS OBLIGATIONS HERE UNDER, EXCEPT TO THE EXTENT THAT ANY SUCH MATTER ARISES OUT OF DETAIL NUMBER WIRING OR CONDUIT CONCEALED IN WALL OR CEILING. 2. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, CHARACTERISTICS THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF CONTRACTOR, ITS PARTNERS, IF ANY, OR THEIR SHEET # WHERE DETAIL IS DRAWN WIRING OR CONDUIT OF UTILITIES, DUCTWORK, PIPING & OBSTACLES AND SHALL IMMEDIATLEY NOTIFY OWNER /BUILDER OF ANY SUCCESSORS OR ASSIGNS OR THEIR OFFICERS, MEMBERS, DIRECTORS, TRUSTEES, EMPLOYEES, WORKERS, OR - - - - - - - EXPOSED. DISCREPANCIES. HOWEVER, THE COST OF ANY UNSEEN EXPLORATION SHALL BE INCLUDED IN THE BID. AGENTS. SHEET(S) #WHERE DETAIL IS REFERENCED Q NOTE REFERENCE WIRING OR CONDUIT CONCEALED UNDERGROUND 3. EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEYS AND SHOWN 30. ANY WORK SHALL CONFORM TO APPLICABLE CODES. IN CASE OF CONFLICT WITH CODES, DRAWINGS, AND /OR E ELECTRICAL UNDERGROUND DUCT BANK. FOR REFERENCE ONLY. CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER/ SPECIFICATIONS, THE MOST STRINGENT SHALL PREVAIL. IF NOT RESOLVED, CONTACT ENGINEER /ARCHITECT ARCHITECT OF ANY DISCREPANCIES WITH CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. BEFORE SUBMITTING A BID. OLIGHTING FIXTURE DESIGNATION T TELEPHONE/ COMMUNICATIONS CAN SYSTEM UNDERGROUND DUCT BANK. 4. IF THERE ARE DISCREPANCIES BETWEEN NOTES, SPECIFICATIONS, DRAWINGS, AND SITE CONDITION CONTRACTOR 31. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE FLEXIBLE LIQUID TIGHT SHALL NOTIFY ENGINEER /ARCHITECT BEFORE SUBMITTING A BID. THE LOCATION OF EQUIPMENT OR OUTLETS. COMPLY WITH ALL THE CLEARANCES AND MOUNTING HEIGHT EF EQUIPMENT TAG � REQUIREMENTS. ROUTE THE RACEWAYS PER FIELD CONDITIONS, PREVENTING CONFLICTS WITH STRUCTURAL 1 TV CATV UNDERGROUND DUCT BANK 5. THE CONTRACTOR SHALL COMPLY WITH ANY CONTRACT DOCUMENTS IN LAYING OUT THE WORK AND EQUIPMENT ELEMENTS & EXISTING SYSTEMS. AND SHALL BE FAMILIAR WITH ARCHITECTURAL, MECHANICAL, PLUMBING, STRUCTURAL, CIVIL, LANDSCAPE, FIRE CONCRETE ENCASED UNDERGROUND DUCT BANK SPRINKLERS AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL COORDINATE ALL WORK OF THIS SECTION WITH 32. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL LIGHTING FIXTURES, - - - - - - t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ten-- -"T 1/2" C. NIiN 5 #12, 3/4" C. 6 3/4" C. B. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMATIC DEPICTING FUNCTION AND INTENT. NOT ALL ITEMS OR 36. THE CONTRACTOR SHALL VERIFY THE INPUT VOLTAGE AND CURRENT RATING OF ALL EQUIPMENT PRIOR TO 3p1z, #12, OBSTACLES MAY BE SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE OFFSETS IN INSTALLATION. FUSED SAFETY DISCONNECT SWITCH. FUSES PER EQUIPMENT MANUFACTURER 0!1 4#12, 1/2" C. NIHN 7 #12, 1" C. DUCTWORK, PIPING, AND CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM TO STRUCTURAL AND 37. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE RATED WALLS AND PARTITIONS MUST BE SEPARATED BY A RECOMMENDATION OR AS OTHERWISE NOTED. ARCHITECTURAL REQUIREMENTS AND TO AVOID OBSTRUCTIONS. CHANGES TO ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER WORK, IN ORDER TO MEET ARCHITECTURAL OR STRUCTURAL CONDITIONS, THE DISTANCE OF 24 INCHES HORIZONTAL, U.B.C. 4304 OPENINGS IN FIRE RATED WALLS GREATER THAN 16 SQ. ® MOTOR STARTER LIGHTING NECESSARY COMPONENTS SHALL BE INSTALLED TO PROVIDE A COMPLETE, SAFE, AND OPERABLE SYSTEM AS INCHES MUST BE FIRE STOPPED. INTENDED BY THESE DRAWINGS AND SHALL BE MADE WITHOUT COST TO OWNER. �J COMBINATION MOTOR STARTER AND FREQUENCY DRIVE - 38. PROVIDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE THE NUMBER OF CONDUCTORS EXCEEDS SUBSCRIPT ADJACENT TO SWITCHES INDICATE: a,b,c ETC. = FIXTURE CONTROLLED, 9, ANY REQUEST FOR CHANGE(S), SUBSTITUTION(S) OR ALTERATION(S) OF ANY KIND TO THE EQUIPMENT, THE MAXIMUM ALLOWED FOR A GIVEN JUNCTION POINT OR OUTLET. 20A, 120V DUPLEX GROUNDING RECEPTACLE, FLUSH MOUNTED AT +18" AFF UON. 2 = DOUBLE POLE, 3 = THREE WAY, 4 = FOUR WAY, P = PILOT LIGHTED, K = COMPONENT, SPECIFICATION, AND DEVIATION FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON THESE KEY OPERATED, M = MOMENTARY CONTACT ON -OFF WITH SPRING RETURN TO DRAWINGS SHALL BE MADE IN WRITING. ANY VERBAL APPROVAL OR AGREEMENT EITHER DIRECTLY OR 39. ALL FLUORESCENT BALLASTS AND LAMPS SHALL BE CALIFORNIA ENERGY COMMISSION (CEC) CERTIFIED ENERGY ®c 20A, 120V DUPLEX GROUNDING RECEPTACLE MOUNTED AT CEILING. CENTER, T = MANUAL MOTOR STARTER WITH THERMAL OVERLOADS, LV = LOW INDIRECTLY IMPLIED SHALL NOT BE TAKEN AS AN OFFICIAL RESPONSE FROM THE ENGINEER. SAVING TYPE. VOLTAGE, ET = ELAPSED TIMER CONTROL SWITCH, S = SPRING WOUND TIMER 20A, 120V DUPLEX GROUNDING RECEPTACLE, SURFACE MOUNTED AT +18" AFF UON. SWITCH, WP = SUITABLE FOR WET LOCATION 10. CONSTRUCTION SHALL BE BASED ON APPROVED PLANS BY STATE, COUNTY, AND CITY OFFICIALS HAVING 40. CONDUCTORS SHALL BE COPPER THHN /THWN 600 VOLT INSULATION, UNLESS NOTED. USE PROPER JURISDICTION, AND APPROVAL OF DESIGNATED FIELD INSPECTOR BEFORE SUBMITTING A BID. OTHERWISE THE TEMPERATURE RATING OF CONDUCTORS BASED ON THE ABIENT AIR TEMPERATURE WHERE CONDUCTORS ARE ® DUPLEX RECEPTACLE IN FLOOR BOX. $ TOGGLE SWITCH, SPST AT +42" LION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISCREPANCIES OR RECONSTRUCTION, INCLUDING THE COST OF BEING USED. HIGHER AMPACITY CONDUCTORS AND LARGER RACEWAY SHALL BE PROVIDED TO OFFSET THE SUCH. AMPACITY CORRECTION FACTORS AS INDICATED IN NEC TABLE 310 AND ELSEWHERE IN CODE. ® TWO DUPLEX RECEPTACLES (FOURPLEX) IN FLUSH FLOOR BOX. INDICATES MULTIPLE SWITCHES IN GANGED BOX W /COMMON COVERPLATE. "a, b, a b,c c" INDICATES NUMBER OF INDIVIDUAL SWITCHES AND FIXTURES CONTROL. 11. THESE DRAWINGS ARE A GENERAL GUIDELINE FOR SCOPE OF WORK. SALEHI ENGINEERING, INC., BY ALL MEANS, 41. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY TWO DUPLEX RECEPTACLES (FOURPLEX) IN TWO GANG BOX WALL MOUNTED AT SHALL NOT TAKE ANY RESPONSIBILITY FOR DECISIONS, PERFORMANCE OF WORK, MISCONDUCT, OR CODE DIRECTION USING THE FOLLOWING CRITERIA. +18" AFF UON. a b $ $ INDICATES SWITCHES a,b MOUNTED IN SEPARATE BOXES WITH SEPARATE VIOLATION CAUSED BY OWNER(S), ARCHITECT, CONTRACTORS, EQUIPMENT SUPPLIERS, EQUIPMENT FIXED EQUIPMENT ON GRADE 33% OF OPERATING WEIGHT COVERPLATES MANUFACTURERS, AND THEIR SUCCESSORS AND ASSIGNEES, AND THEIR RESPECTIVE OFFICERS, MEMBERS, DUPLEX RECEPTACLE TOP HALF SWITCHED. DIRECTORS, TRUSTEES, EMPLOYEES, OR AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, FIXED EQUIPMENT ON STRUCTURE 50% OF OPERATING WEIGHT INDICATES SWITCH 'a' WITH ADDED SUBSCRIPT 3 = THREE WAY, D = DIMMER, LIABILITIES, LOSSES, COSTS, AND EXPENSES. DUPLEX CONVENIENCE OUTLET WITH ISOLATED GROUND. a. $ DIMMER SWITCH SHOULD BE COMPATIBLE W/ BALLAST &LAMP. COORDINATE W/ FOR FLEXIBLE MOUNTED EQUIPMENT USE 2 X THE ABOVE VALUES. SIMULTANEOUS VERTICAL FORCE - USE 1/3 X 3.D LIGHTING MANUFACTURER REPRESENTATIVE. 12. THESE DRAWINGS ARE PREPARED BASED ON SCOPE OF WORK, LEVEL OR QUALITY FOR EQUIPMENT AND HORIZONTAL FORCE. (WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON DRAWINGS THE FIELD INSTALLATION SHALL MATERIAL APPROVED BY THE OWNER. THE OWNER SHALL OBTAIN AND NEGOTIATE WARRANTY /GUARANTEE, AND BE SUBJECT TO THE APPROVAL OF THE ARCHITECT.) SPECIAL PURPOSE OUTLET, SIZE AND RATING AS NOTED. +18" AFF LON DESIRED LIFE EXPECTATION FROM HIS /HER`PREFERRED MANUFACTURER AND INSTALLERS. CONTRACTOR SHALL MOTION SENSOR WALL MOUNTED AT +42" OCCUPANT SENSOR WITH AUTOMATIC NOTIFY THE ENGINEER FOR ANY DEFICIENCY, DISCREPANCY, AND CODE ISSUES BEFORE SUBMITTING A BID AND 42. ALL ELECTRICAL WORK SHOWN, IS NEW, UNLESS SPECIFICALLY INDICATED AS EXISTING. EX RECEPTACLE PROTECTION 20A, 120V DUPLEX RECEPTACLE WITH SURGE PROTECTION MOUNTED "ON" COMBINED WITH MULTI -LEVEL CIRCUITRY AND SWITCHING REQUEST FOR INFORMATION /MODIFICATION DURING CONSTRUCTION, IF ANY. SALEHI ENGINEERING, INC., ASSUMES WALL AT NO RESPONSIBILITY OF ANY NATURE AFTER BUILDING HAS BEEN INSPECTED BY FIELD INSPECTOR AND 43. DO ALL DRILLING, CUTTING, CHANNELING AND PATCHING REQUIRED TO INSTALL ELECTRICAL WORK AS INDICATED +18" AFF DON. INDUSTRIAL GRADE CAT. G, ORANGE, 3 LEVEL PC PHOTOCELL. OCCUPANCY HAS BEEN AWARDED. OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS AND WALLS SHALL BE PATCHED, UNLESS SURGE PROTECTION FOR PHASE TO NEUTRAL, PHASE TO GROUND AND INDICATED OTHERWISE. PAINT ALL NEW EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS NEUTRAL TO GROUND, MONITOR /INDICATOR LED. EMI /RFI FILTERING 13. WITHIN THIRTY (30) DAYS OF AWARD OF THE CONTRACT, SUBMIT TO THE OWNER, SIX(6) COPIES OF A COMPLETE LIST TO MATCH IN COLOR ADJACENT SURFACES IN FINISHED AREAS. ABBREVIATIONS �-,�,� OF MATERIAL AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA (E.G., RATING CAPACITY, SIZE, DIMENSIONS, ELECTRICAL, DATA, GRADE, PART NUMBER, MANUFACTURER, ETC.) FOR ALL ITEMS SHOWN ON THE 44. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN THE FIRE RATING. LJ SURFACE MOUNTED JUNCTION BOX FURNISH AND INSTALL FIRE RATED ENCLOSURE FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, ELECTRICAL PLANS ALONG WITH SHOP DRAWINGS. INCOMPLETE SUBMITTALS SHALL BE REJECTED AND RETURNED TO THE SPACES, ETC. CONTRACTOR FOR CORRECTIONS WITHOUT REVIEW. NO WORK SHALL BE STARTED UNTIL SHOP DRAWINGS ARE REVIEWED. SURFACE MOUNTED PANELBOARD 1. MOUNTING HEIGHTS INDICATE CENTER OF ELECTRICAL OUTLET ABOVE FINISH FLOOR. ANY REQUEST FOR CHANGE(S), SUBSTITUTION(S) OF ANY KIND TO THE EQUIPMENT, COMPONENT, SPECIFICATION AND 45. ELECTRICAL CONTRACTOR SHALL BE THE ACCEPTANCE AGENT. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM 3 ' FLUSH MOUNTED PANELBOARD 2. EXISTING DEVICES SHOWN SAME AS FOR NEW EXCEPT DASHED; DISCONNECT AND RECONNECT DEVIATION FROM THE GENERAL CONCEPT OF DESIGN REFLECTED ON THESE DRAWINGS SHALL BE MADE IN WRITING. ANY VERBAL APPROVAL OR AGREEMENT EITHER DIRECTLY OR INDIRECTLY IMPLIED SHALL NOT BE TAKEN AS AN OFFICIAL THE AUTHORITY HAVING JURISDICTION TO SERVE AS THE ACCEPTANCE AGENT. DEVICES AS INDICATED. RESPONSE FROM THE ENGINEER. 46. THE ACCEPTANCE AGENT SHALL BE RESPONSIBLE FOR PERFORMING AND DOCUMENTING THE INSPECTION AND O DISTRIBUTION PANEL OR SWITCHBOARD XR INDICATES EXISTING DEVICE AND OUTLET TO BE REMOVED THE TESTING RESULTS OF THE ACCEPTANCE REQUIREMENT PROCEDURES THE ACCEPTANCE TEST FORMS AS 0 (X) EXISTING DEVICE AND OUTLET TO REMAIN. XN INDICATES NEW LOCATION OF RELOCATED EQUIPMENT OR DEVICE 14. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS FOR SUBMITTAL TO THE ENGINEER FOR REQUIRED BY THE 2008 BUILDING ENERGY EFFICIENT STANDARDS. UNDD THIS SCOPE OF WORK, THE TRANSFORMER, FLOOR MOUNTED TYPE (PLAN VIEW) REVIEW. IN ANY CASE, CONTRACTOR SHALL PROVIDE AMPLE AMOUNT OF TIME AND ACCESSIBILITY TO ALL INSTALLATION ACCEPTANCE AGENT IS RESPONSIBLE FOR THE LIGHTING ACCEPTANCE TEST REQUIREMENTS. XB INDICATES REMOVE EXISTING DEVICE AND PROVIDE BLANK PLATE. FOR ENGINEERS TO OBSERVE AND COMPARE THE ACTUAL INSTALLATION AND SUBMITTED AS- BUILTS. POWER TRANSFORMER XL INDICATES EXISTING DEVICE AND OUTLET TO BE RELOCATED. 47 SALEHI ENGINEERING, INC. WILL NOT RELEASE AUTO CAD FILES. SALEHI ENGINEERING, INC CAN ONLY RELEASE PDF 15. ALL SYSTEMS SHALL BE TESTED AND TROUBLE -FREE BEFORE OCCUPANCY. IN ANY CASE, THE FILES. IF THE CONTRACTOR DOES NOT HAVE SOFTWARE NECESSARY TO OPEN PDF FILES, SALEHI ENGINEERING, INC -�>- DRAWOUT CONTACT ABBREVIATIONS: ARCHITECT /ENGINEER SHALL BE INFORMED OF ANY AND ALL EVENTS, IF NEEDED. WILL SEND THE FILES TO THE CONTRACTOR'S PREFERRED REPROGRAPHICS COMPANY. A AMPS MECH MECHANICAL L GROUND AFF ABOVE FINISH FLOOR MH METAL HALIDE 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE THE AVAILABLE VOLTAGE PRIOR TO PURCHASING THE - AFG ABOVE FINISH GRADE MSB MAIN SWITCHBOARD EQUIPMENT, IF THE VOLTAGE NOTED IN THE PLANS IS NOT AVAILABLE AT SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY UTILITY METER AIC AMPS INTERRUPTING CAPACITY MTB MB MAIN TELEPHONE TERMINAL BOARD TO PAY ALL THE EXPENSES REQUIRED TO PROVIDE TRANSFORMERS TO OPERATE THE ELECTRICAL SYSTEM AT NO COST APPLICABLE CODE AMP AMPERE MTD MOUNTED TO THE OWNER OR ELECTRICAL CONSULTANT. 3P SWITCH AND FUSE DESIGNATION NUMBER OF POLES AS AWG AMP SWITCH AMERICAN WIRE GAUGE MTG MW MOUNTING MICROWAVE OVEN 17. PROVIDE FOUR(4) COPIES IN HARD COVER THREE RING BINDERS CONTAINING COMPLETE MANUFACTURER'S 1- THE CONSTRUCTION OF THESE PROJECT SHALL CONFIRM TO THE REQUIREMENT: 100 SWITCH SIZE BC BARE COPPER NC NORMALLY CLOSED INSTRUCTIONS, MAINTENANCE AND PARTS LISTS ON ALL EQUIPMENT INCLUDING CONTROLS TO OWNER OR HIS 4 FUSE BKBD BT BACKBOARD BYPASS TIMER NIC NOT IN CONTRACT AGENT . A) THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2009 INTERNATIONAL BUILDING RKS CLASS C CONDUIT NL NIGHT LIGHT CODE (IBC) AND THE 2010 CALIFORNIA AMENDMENTS. CAB CABINET NTS NOT TO SCALE 18. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT RECORD DRAWINGS, AFTER ENGINEER HAS REVIEWED AND B) THE 2010 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADOPTS THE 2008 NATIONAL ELECTRICAL CODE CB CIRCUIT BREAKER NO NUMBER APPROVED. (NEC) AND THE 2010 CALIFORNIA AMENDMENTS. DISCONNECT SWITCH "F" INDICATED FUSE TYPE CKT BRANCH CIRCUIT P POLE 19. SYMBOLS AND ABBREVIATIONS ARE SHOWN FOR REFERENCE; NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE C) THE 2010 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS THE 2009 UNIFORM MECHANICAL 3P NUMBER OF POLES CL CURRENT LIMITING PA PUBLIC ADDRESS USED. CODE (UMC) AND THE 2010 CALIFORNIA AMENDMENTS. too SWITCH SIZE CLG CEILING PNL PANEL D) THE 2010 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 2009 UNIFORM PLUMBING CODE so RKs FUSE SIZE CO CONDUIT ONLY EMPTY PNLBRD RACEWAY WITH PULL LINE POC PANELBOARD POINT OF CONNECTION 20. ALL NOTES ON THIS SHEET REMAIN PART OF THE CONTRACT DOCUMENTS. (UPC) AND THE 2010 CALIFORNIA AMENDMENTS. FUSE CLASS COMM COMMUNICATION PSI POUNDS PER SQUARE INCH E) THE 2010 CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2009 INTERNATIONAL FIRE CODE (IFC) AND THE 2010 CONT. CONTINUATION (CONTINUED) PSLD POWER SINGLE LINE DIAGRAM 21. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CALIFORNIA AMENDMENTS. CIRCUIT BREAKER CTV CABLE TELEVISION PVC POLYVINYL CHLORIDE CONDUIT F THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. � NUMBER OF POLES 22, FOR BUILDING LOCATIONS, FINISH FLOOR, AND GRADE ELEVATIONS, SEE ARCHITECTURAL AND CIVIL DRAWINGS. G) THE 2010 CALIFORNIA BUILDING STANDARDS CODES. TITLE 24 PART II. 35 CU COPPER PWR POWER L 225AF z25Ar AMPS FRAME AMPS TRIP CWP COLD WATER PIPE REF REFRIGERATOR 23. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ACCESS PANELS WITH THE ARCHITECTURAL REFLECTED 2- THE LATEST EDITION OF SMACNA, ASHRAE, CEC, NFPA 70A li DE DUAL ELEMENT RGC RIGID GALVANIZED CONDUIT CEILING PLANS AND THE ELECTRICAL LIGHTING LAYOUT. 22KAIC KAIC RATING DIA. DIAMETER RGS RIGID GALVANIZED STEEL CONDUIT DW DISHWASHER RMC RIGID METAL CONDUIT 24. THE CONTRACTOR SHALL EXAMINE ALL MECHANICAL, PLUMBING, ARCHITRECTURAL, ELECTRICAL, STRUCTURAL AND EDF ELECTRIC DRINKING FOUNTAIN RMS ROOT MEAN SQUARE SIGNAL OTHER DRAWINGS THAT HAVE BEEN PREPARED FOR THIS PROJECT AND ACCEPT SUCH CONDITIONS AND MAKE COMMUNICATIONS EF ELECT EXHAUST FAN SCWR ELECTRICAL SHORT CIRCUIT WITHSTAND ALLOWANCE FOR THEM IN PREPARING THE BID. RATING, RMS SYMM AMPS EMERG EMERGENCY (EM) SF SUPPLY FAN 25. CONTRACTOR'S BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL EMT ELECTRICAL METALLIC TUBING SHT SHEET PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITY SERVICES, ALTERATION, DEMOLITION a FLUSH MOUNTED TELECOMMUNICATIONS OUTLET LOCATION. PROVIDE 1 -GANG ETC. ETCETERA SQ SQUARE AND EXTENSION WORK, PLANCHECK /INSPECTION FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE PLASTER RING. WALL MOUNT AT 18" AFF UNLESS OTHERWISE NOTED. PROVIDE EWC ELECTRICAL WATER COOLER SPECS SPECIFICATIONS INCLUDED IN THE BID. THE CONTINGENCY COST SHALL NOT BE LESS THAN 25% OF OVERALL ELECTRICAL BID. CABLING AS SPECIFIED. "W" INDICATES WALL PHONE LOCATION - MOUNT PLASTER EXIST EXISTING SWBD SWITCHBOARD CONTRACTOR SHALL IDENTIFY THE CONTINGENCY AMOUNT IN THE BID DOCUMENT. SHEET INDEX RING AT 54" AFF. FA FIRE ALARM SYMM SYMMETRICAL '-� FACP TO FIRE ALARM CONTROL PANEL TIME DELAY 26. BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY SHEET # DESCRIPTION TELEPHONE OUTLET TELE TELEPHONE FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND FAAP FIRE ALARM ANNUNCIATOR PANEL TI TENANT IMPROVEMENT DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DATA OUTLET FSR FIRE SPRINKLER RISER TTB TELEPHONE TERMINAL BOARD DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE E1 -0.1 LEGEND, GENERAL NOTES AND ABBREVIATIONS E1 -0.2 SINGLE LINE DIAGRAM, PANEL BOARD, FIXTURE SCHEDULES & DETAILS GO GARBAGE DISPOSAL TYP TYPICAL SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTORS FAILURE TO ® TELECOMMUNICATION FLOORBOX LOCATION. PROVIDE CABLE PER SPECIFICATIONS. GFI GROUND FAULT INTERRUPTER UG UNDERGROUND ALLOW IN COST ESTIMATE FOR CONDITIONS WHICH MAY EXIST. orptep Of THE ST* UGPS UNDERGROUND PULL SECTION E1 -0.3 RESTROOM TITLE 24 INDOOR & OUTDOOR LIGHTING COMPLIANCE FORMS APPROVEDFIRE QUADRUPLEX TELECOMMUNICATION AND POWER OUTLETS IN FLUSH MOUNTED GIRD GROUND (G) (GND) UL UNDERWRITER'S LABORATORY 27. BEFORE SUBMITTING A BID ALL CLARIFICATIONS TO THE DRAWINGS AND SPECIFICATIONS ARE TO BE OBTAINED E2 -0.4 GARAGE TITLE 24 INDOOR & OUTDOOR LIGHTING COMPLIANCE FORMS Reviewed by ® FLOOR BOX. PROVIDE CABLING AS SPECIFIED. IN ADDITION, PROVIDE 2 - 1" H HIGH LION UNLESS OTHERWISE NOTED BY CONTRACTOR. AFTER ALL CLARIFICATIONS HAVE BEEN PROVIDED IT IS THE BINDING RESPONSIBILITY OF THE SPARE CONDUITS TO CEILING SPACE. HID HIGH INTENSITY DISCHARGE V VOLT CONTRACTOR TO EXECUTE THIS WORK AND DELIVER A COMPLETE AND OPERATING SYSTEM AT NO ADDITIONAL 1 77:15:2 E1 -1.0 SITE PLAN - ELECTRICAL HPF HIGH POWER FACTOR W WATTS COST. IF NO CLARIFICATIONS ARE REQUESTED, THE CONTRACTOR IS REQUIRED TO PROVIDE A COMPLETE ® TELEPHONE BACKBOARD. 3/4" PLYWOOD, LENGTH AND WIDTH AS NOTED. ID INSIDE DIAMETER XFMR TRANSFORMER OPERATING SYSTEM AT THE CONTRACTED PRICE. IC INTERCOMMUNICATIONS WP WEATHERPROOF DEVICE. E1 -1.1 RESTROOM FLOOR PLAN - LIGHTING & POWER IG ISOLATED GROUND NEMA 3R ENCLOSURE 28. IT IS THE RESPONSIBILITY OF THE CONTRACTING AGENT TO VERIFY THE CONTRACTOR WHO IS SELECTED TO OJ T TELEPHONE JUNCTION BOX LPS LOW PRESSURE SODIUM PERFORM THIS WORK AND IS FULLY CAPABLE OF EXECUTING THE PROJECT IN A PROFICIENT MANNER AND HAS E1 -1.2 RESTROOM /ATTIC FLOOR PLAN - LIGHTING &POWER approval of this plan dons o erd @o DATA JUNCTION BOX LTG LIGHTING LOW VOLTAGE DEMONSTRATED HIS EXPERTISE ON SIMILAR PROJECTS DURING THE PAST THREE YEARS. CONTRACTOR MUST E2 -1.3 GARAGE FLOOR PLAN - LIGHTING & POWER rillcnC,IL r�l {lnF arfi F11i LV PROVIDE THE LIST OF PROJECT NAME(S) AND CONTACT INFORMATION FOR VERIFICATION TO THE OWNER'S a jl-lt j jlAbrl4000, OFF Se REPRESENTATIVE WITH HIS BID DOCUMENTS. , q,„ i'zt a c on t r ar E1 -2.0 ELECTRICAL DETAIL E FIRE MARSHAL ONLY 2012 tat authorize ar V i m tio I t from l approval is subiect of approved Wiaet rite at ^!' REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 0902 ° °tea ACAD FILE NO. PUBLIC WORKS ENGINEERING BUILDING &PLANNING PARKS &RECREATION FIRE MOONLIGHT STATE BEACH Stephen Dalton Architects, �m, INC. �" 0 2 444 South Cedros . Studio 182 gy; BY: BY: BY:�t BY: IMPROVEMENTS CITY PROJECT NO: solana eeacn . CA, szo75 Salehi Engineering, Inc. „"a" "� npfcA�ppr t: 858.792.5906/ f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: LEGENDS SYMBOLS AND NOTES SHEET %% OF / /P5 04/09/2012 100% CD FROM SDG &E TRANSFORMER ❑1 F - - - -F- A 3P O0AS 600AF RK5 V. 30, 4W, NEMA 3R 65 KAIC =1 -kP 3P 125AF 225AF 20AT 150AT M iu �m 3P -1 3P 225AF q/ 125AF 200AT I 100AT cia Q 0 T PNL PNL PNL y PNL "A" „B" „C„ "D„ RESTROOM CONSESSION GARAGE — MARINE SAFETY CL =34.85 KVA CL =43.56 KVA CL =10.30 KVA HQ DL =35.92 KVA DL =35.68 KVA DL =11.05 KVA (PHASE 2) (ALTERNATE BID) CL =38.40 KVA 'OWER SINGLE LINE DIAGRAM 1 / SCALE:NONE SINGLE LINE DIAGRAM KEY NOTES ❑ 1 FURNISH AND INSTALL MAIN SWITCHBOARD, 600 AMP MAINS, 120/208V, 30, 4W, NEMA TYPE 3SX, FREE STANDING, PAD MOUNTED. ALL BRANCH CIRCUIT BREAKER ARE 42,000 AIC FULLY RATED. REFER TO SPECIFICATION SECTION 26 24 13. ❑2 FURNISH AND INSTALL UFER GROUNDING ( CONCRETE ENCASED ELECTRODE) 40' -0" IN LENGTH GROUNDING ELECTRODE. F3 FURNISH AND INSTALL 1/2" DIAMETER X 8' -0" LONG COPPER CLAD GROUND ROD. 4] UNDERGROUND SERVICE FEEDER TO NEW SDG &E PAD MOUNTED TRANSFORMER, CONTRACTOR TO COORDINATE ACTUAL ROUTING WITH SITE UTILITY PLANS / UTILITY CONSULTANT PRIOR TO ROUGH -IN. T-1 JL FUTURE FUTURE SOLAR I SYSTEM DISTRIBUTION AND CONTROL (BY OTHERS) i FURNISH AND INSTAL. FURNISH AND INSTALL 4 #1, 1 #6 GND IN 2' U.G. CONDUIT. IF GARAGE NOT INCLUDED IN THE BASE BID, PROVIDE ONLY THE 2" U.G. CONDUIT AND CAPPED 5 FEET FROM LIMIT OF WORK (ALTERNATE BID). FURNISH AND INSTALL 4 #1/0, 1#6GND INa ..y"2 ,BRUIT____ 31 FURNISH AND INSTALL73T e =; -j ;i"5 T CORD. FOR MARINE SAFETY HQ. FUTURE FEEDER CONNECTION. FURNISH AND INS �A� QROUNDING ELECCTRODE CONDUCTOR BOND TO NEAREST METALLIC COLD WATER PIP ALL FLUORESCENT FIXTURES SHALL BE FURNISHED WITH T8 LAMPS AND ELECTRONIC BALLASTS. ALL BALLAST AND LUMINAIRES USED IN THIS PROJECT SHALL BE CERTIFIED TO COMPLY WITH "THE APPLIANCE STANDARDS FOR FLUORESCENT BALLASTS" PER "T -24" REQUIREMENTS. FIXTURES INDICATED BY REFERENCE TO MANUFACTURER'S NAME AND DESIGNATION ARE FOR FIXTURE TYPE AND STYLE IDENTIFICATION ONLY AND ARE NOT INTENDED TO LIMIT SELECTION OF OTHER MANUFACTURER'S PRODUCTS OF EQUAL TYPE, STYLE AND FUNCTION. SUBSTITUTION MUST BE APPROVED BY ARCHITECT. 3❑ ALL FLUORESCENT LAMPS TO HAVE COLOR TEMPERATURE RATING OF 3500K AND 82 CRI (U.O.N.). F4 VERIFY ALL LIGHT FIXTURES WITH ARCHITECT. VERIFY ALL LANDSCAPE LIGHTS WITH LANDSCAPE ARCHITECT. ❑ 6 ALL LIGHT FIXTURES SHOWN ON ALL DRAWINGS INCLUDING ARCHITECTURAL, ELECTRICAL, AND LANDSCAPE DRAWINGS MUST BE PROVIDED AND INSTALLED AND SHALL BE COMPLETE, OPERABLE SYSTEM PER INTENDED DESIGN. IF A LIGHT FIXTURE IS NOT SHOWN ON ELECTRICAL DRAWINGS AND SHOWN ON OTHER DRAWINGS CONTACT` ARCHITECT FOR INFORMATION. 7❑ CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL LIGHT FIXTURE QUANTITIES, COORDINATE FINISH, LAMP TYPES, SHAPE AND DIMENSIONS WITH ARCHITECT /CLIENT FOR REVIEW BEFORE PURCHASING, FABRICATING, APPLYING OR INSTALLING. ALL REVIEWS WILL BE IN WRITING. SAMPLES SHALL BE SENT TO ARCHITECTS OFFICE, CARRIAGE PREPAID. REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedtos . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 ( f: 858.792.5916 DATE: ENGINEERING BY: _ DATE: r PANEL: "A" VOLTAGE; 120/208 V, 30 4W BUS SIZE: 225 AMP LIGHTING FIXTURE SCHEDULE 0 m 0 0 0 0 El MOUNTING: SURFACE ID SYMBOL DESCRIPTION LAMPS VOLTS FIXTURE MANUFACTURER CATALOG # MOUNTING I # I NO. WATTS TYPE I # BKR CODE ITEM WATTS 20 1 1 300 1080 1736 2250 1054 2250 783 265 200 1725 200 1725 1130 1725 1200 250 1725 1130 1725 265 1725 1080 250 1080 X 2250 X 2250 1000 1000 1500 200 X 500 X X X X X X x O® 20 1 1'X4' WRAPAROUND VANDAL RESISTANT LUMINAIRE, ELECTRONIC BALLAST PRISMATIC 2 32 T8 120 62 LIGHTOLIER GV4WA232 SURFACE WATER HEATER, WH -2 X LIGHTING STORAGE, WOMEN'S RM LIGHTING i-_T' LENS 5 6 2 - X X EXTERIOR LIGHTING y CONCESSION 20 Al 0 4' STANDARD STRIP WIDE FLOURESCENT 1 32 SECURITY LIGHTING g 20 1 g 10V 20 1 X . HAND DRYER MEN'S ROOM FIXTURE ELECTRONIC BALLAST __ 20 1 T8 120 32 LIGHTOLIER SW4S132HPF WALL ��-��j °`i`t f *PR•.. X LIGHTING 4' STANDARD STRIP WIDE FLOURESCENT 20 14 20 1 IRRIGATION CONTROLLER x . HAND DRYER RR -1 . SIGNAGE x . r 20 1 15 O 20 1 FIXTURE ELECTRONIC BALLAST 2 32 T8 120 62 LIGHTOLIER SW4S232HPF SURFACE _ CO 0 4.72" DIA. ROUND RECESSED EXTERIOR DOWNLIGHT, STAINLESS STEEL FRONT FRAME - - LED 120 60 LIGHTOLIER U80235 RECESSED 20 1 21 WITH HIGH PF INTEGRAL DRIVER, CL LENS 20 1 11 RECEPTACLE MAINTENANCE FAUCET SENSORS WOMEN'S RESTROOM 20 1 23 24 20 1 DO a DIE CAST ALUMINUM MOLDED CLEAR GLASS DIFFUSER, ELECTRONIC BALLAST, FULLY 1 18 CFL 120 21 HI LITE H- 62105B WALL 20 20 P7 1 GASKEIED, GALVANIZED FINISH. 2 1 - x. 830 1200 TELEPHONE BACKBOARD X _ _._._ ..... 1 20 29 1 Z Z 30 20 1 20 RECESSED STAINLESS STEEL HOUSING & DATA SYSTEM 20 20 31 x. . . 20 1 X 830 1000 Oo 20/$3 FACEPLATE, CLEAR TEMPERED PRISMATIC 1 10.8 LED 120 11 KIM LIGHTING EL807 / 9L3KUV RECESSED COLA MACHINE Z 36 20 1 GLASS W/ SILICONE GASKET, 3500 -K X X' 1120 1000 SPARE X 1 20 37 1 Z 38 20 1 20 X X HANDBLOWN, THREE PLY POLY- CARBONATED SODA FOUNTAIN 39 40 1 X_�.._._._ X SPACE X. 1 O ® DIFFUSER. FULLY GASKETED, GALVANIZED 2 13 CFL 120 28 HI LITE H- 62215 -B WALL 35.92 CONN. VA $ B 12,416 FINISH. 4,273 PANEL DEMAND AMPS 100 CONN. VA $ C 11,414 CONN. VA (CODE R) 3,240 PANEL CONN. AMPS 97 O H ❑ TYPE 111,4100'K LED'S SECURITY LIGHT, DIE CAST ALUMINUM FULLY GASKETED W/ 1 13 LED 120 13 PHILIPS QUALITY GSM7- PCB1 -T WALL X - J20 INTEGRAL DRIVER & PHOTOSENSOR 25 20 MEAT SLICER LIGHTING 350 1200 26 6 "X 6" DIRECT /INDIRECT FIXTURE, GALV. X, STEAMER 27 20 LEMONADE MACHINE O FINISH 2 32 T8 120 62 PRUDENTIAL GLV- D3 -SC -WS WALL o 29 "X 6" DIRECT /INDIRECT FIXTURE, GALV. ROLL UP DOOR X 1130 3000 30 1 L O6 RENTAL FINISH 2 32 T8 120 62 PRUDENTIAL GLV- D3 -SC -WS WALL O 0 1'X 4' GUARDSMAN VANDAL RESISTANT 2 32 TS 120 62 LIGHTOLIER GVSlFFSVL232 SURFACE 33 7 FLOURESCENT FIXTURE X . 1510 3000 34 2 COVELIGHT WET LOCATION -HIGH OUTPUT 3 35 15 O X LED W/ INTEGRAL DRIVER - - LED 120 - COLOR GLO LLS- CB2- 48- SW35 -ES RECESSED SUPPLY FAN, SF -1 OLUMINAIRE, 20 1'X4' WRAPAROUND VANDAL RESISTANT ELECTRONIC BALLAST PRISMATIC 2 32 T8 120 62 LIGHTOLIER GV4WA232 SURFACE X 180 38V 1 LENS RECEPTACLE 20 lot 20 ATTIC Q1 4' STANDARD STRIP WIDE FLOURESCENT 1 32 w X 41 ® FIXTURE ELECTRONIC BALLAST X. T8 120 32 LIGHTOLIER SW4S132HPF WALL ALL FLUORESCENT FIXTURES SHALL BE FURNISHED WITH T8 LAMPS AND ELECTRONIC BALLASTS. ALL BALLAST AND LUMINAIRES USED IN THIS PROJECT SHALL BE CERTIFIED TO COMPLY WITH "THE APPLIANCE STANDARDS FOR FLUORESCENT BALLASTS" PER "T -24" REQUIREMENTS. FIXTURES INDICATED BY REFERENCE TO MANUFACTURER'S NAME AND DESIGNATION ARE FOR FIXTURE TYPE AND STYLE IDENTIFICATION ONLY AND ARE NOT INTENDED TO LIMIT SELECTION OF OTHER MANUFACTURER'S PRODUCTS OF EQUAL TYPE, STYLE AND FUNCTION. SUBSTITUTION MUST BE APPROVED BY ARCHITECT. 3❑ ALL FLUORESCENT LAMPS TO HAVE COLOR TEMPERATURE RATING OF 3500K AND 82 CRI (U.O.N.). F4 VERIFY ALL LIGHT FIXTURES WITH ARCHITECT. VERIFY ALL LANDSCAPE LIGHTS WITH LANDSCAPE ARCHITECT. ❑ 6 ALL LIGHT FIXTURES SHOWN ON ALL DRAWINGS INCLUDING ARCHITECTURAL, ELECTRICAL, AND LANDSCAPE DRAWINGS MUST BE PROVIDED AND INSTALLED AND SHALL BE COMPLETE, OPERABLE SYSTEM PER INTENDED DESIGN. IF A LIGHT FIXTURE IS NOT SHOWN ON ELECTRICAL DRAWINGS AND SHOWN ON OTHER DRAWINGS CONTACT` ARCHITECT FOR INFORMATION. 7❑ CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL LIGHT FIXTURE QUANTITIES, COORDINATE FINISH, LAMP TYPES, SHAPE AND DIMENSIONS WITH ARCHITECT /CLIENT FOR REVIEW BEFORE PURCHASING, FABRICATING, APPLYING OR INSTALLING. ALL REVIEWS WILL BE IN WRITING. SAMPLES SHALL BE SENT TO ARCHITECTS OFFICE, CARRIAGE PREPAID. REVISIONS I APPROVED I DATE SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedtos . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 ( f: 858.792.5916 DATE: ENGINEERING BY: _ DATE: r PANEL: "A" VOLTAGE; 120/208 V, 30 4W BUS SIZE: 225 AMP I MAIN: LUGS ONLY LOC: MOUNTING: SURFACE AIC RATING: 10,000 FEED: TOP X❑ BOTTOM ❑X CIRCUIT CODE: blank or N : NON - CONTINUOUS L : LONG - CONTINUOUS R : N.E.0 Art 220 -3 RECEPT K : KITCHEN ITEM CODE BKR I # I (� A I 4)B I cP C I # BKR CODE ITEM LIGHTING CONTROL PANEL "LC1" 20 1 1 300 1080 1736 2250 1054 2250 783 265 200 1725 200 1725 1130 1725 1200 250 1725 1130 1725 265 1725 1080 250 1080 X 2250 X 2250 1000 1000 1500 200 X 500 X X X X X X x 2 20 1 PHASE 2) RECEPTACLE P& R STORAGE LIGHTING;; STORAGE, MEN'S RM LOAD 1 3 4 25 1 =368 AMP REQUEST 600 WATER HEATER, WH -2 X LIGHTING STORAGE, WOMEN'S RM LIGHTING i-_T' 20 1 5 6 2 - X X EXTERIOR LIGHTING y CONCESSION 20 7 8 20 1 4/2 - -- SECURITY LIGHTING g 20 1 g 10V 20 1 X . HAND DRYER MEN'S ROOM 45 tert __ 20 1 11 12 20 1 1200 372 HAND DRYER MEN'S ROOM RESTROOM ��-��j °`i`t f *PR•.. X LIGHTING 13 20 14 20 1 IRRIGATION CONTROLLER x . HAND DRYER RR -1 . SIGNAGE x . r 20 1 15 16 20 1 1200 360 I —- ,~....� HAND DRYER WOMEN'S ROOM SPARE X . . . . . . 20 1 17 18 20 1 20 _ SPARE x HAND DRYER WOMEN'S ROOM 20 1 19 20 20 1 830 360 10 HAND DRYER RR 2 20 1 21 22 20 1 11 RECEPTACLE MAINTENANCE FAUCET SENSORS WOMEN'S RESTROOM 20 1 23 24 20 1 RECEPTACLE MARINE SAFETY SPARE X 1 20 25 1 26 25 20 WATER HEATER, WH -3 X SPARE x. 20 20 P7 1 26 2 1 - x. 830 1200 TELEPHONE BACKBOARD X _ _._._ ..... 1 20 29 1 Z Z 30 20 1 20 FIRE ALARM CONTROL PNL MARINE SAFETY DATA SYSTEM 20 20 31 x. . . 20 1 X 830 1000 16 20/$3 iv 34 20 1 CONN. VA (CODE L) X X, 17 31 20 20/135 COLA MACHINE Z 36 20 1 1 X X' 1120 1000 SPARE X 1 20 37 1 Z 38 20 1 20 X X SPACE x SODA FOUNTAIN 39 40 1 X_�.._._._ X SPACE X. 1 41 42 X X CONN. VA cP A 11,023 CONN. VA (CODE N) 27,340 PANEL DEMAND KVA 35.92 CONN. VA $ B 12,416 CONN. VA (CODE L) 4,273 PANEL DEMAND AMPS 100 CONN. VA $ C 11,414 CONN. VA (CODE R) 3,240 PANEL CONN. AMPS 97 TOTAL CONNECTED VA 34,854 CONN. VA (CODE K) X HIGH 4) AMPS W /LCL 104 PANELBOARD NOTES: "B" - PROVIDE CIRCUIT BREAKER WITH LOCK -ON DEVICE (RED) APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: _ DATE: DATE: 04/20/2012 DATE: FIRE "A" "A" "A" "A" "A" (N) 600 AMP SWITCHBOARD LOAD SUMMARY "A" LOC: CONCESSION DESCRIPTION AIC RATING: 10,000 DEMAND LOAD (KVA) VOLLEY BALL COURT R : N.E.0 Art 220 -3 RECEPT 11.50 PANEL "A" BKR I # 35.92 PANEL "B I # BKR 35.68 PANEL "C" 15 11.05 PANEL "D" (MARINE SAFETY - PHASE 2) 38.40 TOTAL LOAD 1 132.55 1860 620 2 1 =368 AMP REQUEST 600 0 208/12OV, 30, 4W AMP MAIN SWITCHBOARD X APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: _ DATE: DATE: 04/20/2012 DATE: FIRE "A" "A" "A" "A" PANEL: "B" "A" "B" "A" PANEL: "B" VOLTAGE: 120/208 V, 3 4, 4 W BUS SIZE: 225 AMP MAIN: LUGS ONLY LOC: CONCESSION MOUNTING: SURFACE AIC RATING: 10,000 1 FEED: TOP [; BOTTOM ❑X CIRCUIT CODE: blank or N : NON- CONTINUOUS L : LONG- CONTINUOUS R : N.E.0 Art 220 -3 RECEPT K KITCHEN ITEM CODE BKR I # (V A I ,O B 1 (1) C I # BKR CODE ITEM LIGHTING CONTROL PANEL 15 1 300 2 30 ICE MAKER "L C2 1 3 1860 620 2 GFCI RECEPTACLE X. X LIGHTING i-_T' 15 1 20 3 20 1 GFCI RECEPTACLE X X CONCESSION 7 1 20 1 1860 100 4/2 WATER HEATER, WH -1 x X g EMERGENCY / EXIT LIGHT 20 71 20 5 X . 30 COOLER CONCESSION t2 1 1200 372 6 ��-��j °`i`t f *PR•.. X LIGHTING 13 20 7 IRRIGATION CONTROLLER x . X r ATTIC 20/119 1 1 16 1200 360 8 2 SPARE X . . . . . . X 20 1 GEN. RECEPTACLE t8 20 g SPARE x 20 20 1 CONCESSION 20 1 830 360 10 1 4 GEN. RECEPTACLE _ 20 11 Z 20� BEACH RENTAL 24 1 830 1200 12 1 -° - REGISTER (2) 25 20 13 20 LOW FREEZER x . . . . . 1 27 830 1200 14 1 X X x REGISTER (2) 20 15 29 20 LOW FREEZER x. . . 1 2,960 830 1000 16 1 11.05 x. MICROWAVE CONN. VA (CODE L) 20 17 31 20 2,944 COLA MACHINE X* PANEL CONN. AMPS 1 TOTAL CONNECTED VA 1120 1000 18 1 HIGH 4) AMPS W/LCL x MICROWAVE 20 19 20 SODA FOUNTAIN x . . . . . . . . . 1 1120 1000 20 1 X . . . MICROWAVE 21 20 COFFEE MAKER X 1785 1000 22 1 X MICROWAVE 23 20 TEA BREWER X 1785 24 1 X - J20 25 20 MEAT SLICER 350 1200 26 1 X, STEAMER 27 20 LEMONADE MACHINE X 1120 1200 28 1 X STEAMER 29 20 ROLL UP DOOR X 1130 3000 30 1 RENTAL WATER HEATER, WH -4 31 20 UNIT HEATER X, . . . 25 1510 30001 32 X . - 33 7 X . 1510 3000 34 2 X 3 35 15 - X L 265 1130 36 1 r? SUPPLY FAN, SF -1 20 37 20 CONCESSION 1 X 180 38V 1 -- RECEPTACLE 20 lot 20 ATTIC 1 x X 40(rsl. w X 41 X. X 42 CONN. VA (P A 15,072 CONN. VA (CODE N) 16,945 PANEL DEMAND KVA 35.68 CONN. VA 4) B 15,495 CONN. VA (CODE L) 1,392 PANEL DEMAND AMPS 99 CONN. VA 4) C 12,990 CONN. VA (CODE R) 900 1 PANEL CONN. AMPS 121 TOTAL CONNECTED VA 43,557 CONN- VA (CODE K) 24,320 1 HIGH 0 AMPS W /LCL 129 PANELBOARD NOTES: "A" - VERIFY EQUIPMENT RATING WITH ARCHITECT / VENDOR AND INFORM ENGINEER TO ADJUST CALCULATIONS ACCORDINGLY. PANEL: "C" VOLTAGE: 120/208 V, 3 4, 4 W BUS SIZE: 125 AMP MAIN: LUGS ONLY LOC: GARAGE MOUNTING: AIC RATING: 10,000 FEED: TOP LJ BOTTOM ❑X CIRCUIT CODE: blank or N NON - CONTINUOUS L : LONG- CONTINUOUS R : N.E.0 Art 220 -3 RECEPT K : KITCHEN ITEM CODE BKR 1 # cl� A I (� B I (PC # BKR CODE ITEM LIGHTING CONTROL - LCP 3. 15 1 t 300 1130 744 1260 114 1080 250 1080 1250 1130 1250 500 X 200 X X X X X X X X X X X x X x X X 2 20 1 SUPPLY FAN, SF -3 x LIGHTING X . 15 1 3 4 20 1 GFCI RECEPTACLE X. LIGHTING X. .. 15 1 5 6 20 1 GFCI RECEPTACLE X LIGHTING STAIR & VIEW DECK 15 1 7 8 20 1 PULL DOWN RECEPTACLE X WATER HEATER, WH -1 x 20 g 10 20 71 OVERHEAD DOOR (1/2 HP X _ X . . . . . . . . 2 11 t2 20 1 ��-��j °`i`t f *PR•.. 20 1 13 14 20 1 IRRIGATION CONTROLLER x . r 20/119 1 16 20 1 SPARE x . SPARE X . . . . . . 20 1 17 t8 20 1 SPARE x SPARE X'' 20 1 19 20 20 t SPARE X. SPACE x 21 22 SPACE x X X . . . . . . 23 24 x X . . . . . . . X X 25 26 x X X X . . . 27 28 X X X X 29 Z 30 X x CONN. VA 4)A 2,960 CONN. VA (CODE N) 5,140 PANEL DEMAND KVA 11.05 CONN. VA O B 4,384 CONN. VA (CODE L) 1,908 PANEL DEMAND AMPS 31 CONN. VA Q+ C 2,944 CONN. VA (CODE R) 3,240 PANEL CONN. AMPS 29 TOTAL CONNECTED VA 10,288 CONN. VA (CODE K) HIGH 4) AMPS W/LCL 37 PANELBOARD NOTES: OFFICE OF THE SiAtE FIRE MARSHAL APPROVED FIRE4ND NIC ONLY Reviewed by AR 2 7 2012 Approval of this plan does not authorize or l+rrlve any otnissieb Or deviation from p�hgnpl€ t«Ai4tlnnfi Final approval is subject _o �rml,x4p6C,Elnn Qn6-getaf approved plans �, labte nn tb? oro:eet site at -J `- A „A„ "A" :'A" °A" „A„ "A" "A" "A" "A" "A" 14 CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS E l ° ® 2 SINGLE LINE DIAGRAM & PANELBOARD SCHEDULES SHEET/00 OF //a 04/09/2012 100% CD REVISIONS I APPROVED I DATE SUB - CONSULTANT 5=n oicgaG Atli Fe ()TI]555t Fav (&6` W )3T1i549 Salehi Engineering, Inc..Na. SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, 444 South Cedros . Studio 182 Solana Beach . GA. 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS BY: DATE: E1 -0. APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY:� DATE: DATE: DATE: 04/20/2012 F FiRE MARSHAL an.2ANIC ONLY 2012 not Authorize 01' viatica from it 4pproval is subject oP approved pa:;-1 meof s,i1e at �9 " ` '' CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. FIRE MOONLIGHT STATE BEACH FM BY: IMPROVEMENTS DATE: RESTROOM INDOOR & OUTDOOR TITLE 24 CALCULATIONS SHEET /o/ OF //,e 04/09/2012 100% CD w % BY NP -- N w ddddd R /"o /_ / O o 4:FV�v40 00 ONo"'I'l O Et -1.0 E1 -111 by �h �o Ry y0 yy N 2 a I E1= .0 a O 2 I E1 -1.0 E1 -1.2 I � o L° n � O ®' II O II REVISIONS I APPROVED I DATE 10 SITE PLAN - )IE1- 1.0SCALE: T' = 30'1 SUB- CONSULTANT ma�m�M�a.asM,n Td�)zn�, Salehi Engineering, Inc. �;. •.z ELECTRICAL SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: RIM MAT R 523Y �� _ II I I OI I I II II ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 If: 858.792.5918 DATE: 1177 I I I I I II II I I I I I I I I I I I I II I I I I� ik 60 20 N I ` KEY NOTES zs I KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE I — APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS 1 REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. s0 I iI ' O / �j COORDINATE ACTUAL LOCATION OF ELECTRIC, TELEPHONE AND DATA UNDERGROUND i do CCOO/NDUIT WITH UTILITY CONSULTANT, REFER TO UTILITY PLANS. I I I FURNISH AND INSTALL (1) 1" UNDERGROUND PVC CONDUIT, SCHEDULE 40. PROVIDE \� 2 #10, 1 #10 GND. FROM PANEL "C ". UNDERGROUND CONDUIT SHALL BE INSTALLED II I I � WITH A MINIMUM COVER OF 24 INCHES BELOW FINISHED GROUND SURFACE. as — 3 FURNISH AND INSTALL UNDERGROUND CONCRETE UTILITY BOX WITH COVER. SIMILAR TO ACP SERIES E22 I 40 CONDUIT. INSTALLED WITH MIINIMUM COVVER OFL24(1INCHES BELOW NISHEDCGROUND SURFACE. PROVIDE A NYLON PULL CORD. I 45 II I III I < 50 \ I '1 ❑6 FURNISH AND INSTALL (1) 2" UNDERGROUND PVC CONDUIT INSTALLED WITH A I I MINIMUM COVER OF 24 INCHES BELOW GRADE. I 9 IRRIGATION CONTROLLER FURNISHED & INSTALLED BY LANDSCAPE. PROVIDE 2 #10, 1 #12 IN 1" 55 CONDUIT TO PANEL "C" CIRCUIT 14. P r I II �x F, I11 EXISTING DATA SYSTEM UNDERGROUND CONDUIT TO REMAIN. CONTRACTOR TO VERIFY I ACTUAL LOCATION AND PROTECT DURING CONSTRUCTION. COORDINATE WITH THE CITY OF ENCINITAS IT REPRESENTATIVE PRIOR TO GRADING. I 12 PROVIDE ALLOWANCE INCLUDED IN BASE BID FOR NEW POWER AND TELEPHONE UNDER GROUND CONDUIT INSTALLATION, ROUTE AND POWER INSTALLATION FOR TRASH ENCLOSURE AND IRRIGATION CONTROLLER. COORDINATE WITH ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO ROUGH -IN. 13 PROVIDE ALLOWANCE ON BID ALTERNATE 1 FOR INSTALLATION OF (1) 2" I UNDERGROUND CONDUIT FOR DATA SYSTEM FROM LIFEGUARD STATION TO NEW GARAGE BUILDING. MAIN i I rr O. SWITCHBOARD 600A, 120/24OV, 10, 3W 4'X4' /4" DEPTH DATA STEM BACKBOARD TELEPHONE BACKBOARD P � ENLARGED PLAN E1 -1.0 E14oSCALE: 1/4" = T-0" APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY:� '° BY: _ DATE: DATE: DATE: 04/20/2012 DATE: FIRE GENERAL NOTES: 11. COORDINATE WITH LANDSCAPE FOR ACTUAL LOCATIONS OF LIGHT FIXTURES. 2. SET ALL LIGHT FIXTURE LEVEL UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO COORDINATE ALL UNDERGROUND WORKS WITH CIVIL /ELECTRICAL INSPECTOR 3 WORKING DAYS PRIOR TO TRENCH 1 EXCAVATION OR CONDUIT INSTALLATION. DO NOT BACKFILL UNDERGROUND INSTALLATIONS WITHOUT INSPECTOR'S WRITTEN APPROVAL. 4. CONDUCTOR SIZES OF ALL FEEDERS, SUB - FEEDERS AND BRANCH CIRCUITS ARE BASED ON COPPER CONDUCTORS WITH TYPE THHN / THWN, 600V INSULATION. E9FFICE01'illL-a1AILr1REMARSHAL � APPROVEDFIR A NICONLY reviewed by f Alt 27 2012 approval of this plan does not authorize or pprove any omi'irlan"deviation from knbleregolAhMis C1wilApp*ovalissubject J Ocl€ iwgrp bHkI (18a§Iq @tf ipprovedplans ,vs ,c 41,211zbVe 4r. the Irmaet Fite at all NANTN CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS E 1 _ 1 SITE PLAN - ELECTRICAL SHEET /02 OF //8 04/09/2012 100% CD 0- GROUND FLOOR PLAN - LIGHTING & POWER 1 SCALE:1 /4" = T -0" KEY NOTES GENERAL NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. F1 CONCEALED CONDUIT, WALL RISER UP TO LIGHT FIXTURE. REFER TO SHEET E1.2. 11 FURNISH AND INSTALL 30AS /25AF, 2P, 250V, HEAVY DUTY HP RATED FUSE 1. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE 8. VERIFY THE EXACT LOCATION OF ALL LIGHT FIXTURES AND TYPE OF CEILING WITH 2 CONNECT CIRCUIT THRU LIGHTING CONTROL PANEL. FURNISH AND INSTALL 2 #10, ❑ DISCONNECT SWITCH. PROVIDE WIRING 2 #10, 1 #12 GND IN 3/4" CONDUIT. SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO WORK. 11 #12GND IN 3/4 "C. 9• ALL FLUORESCENT FIXTURES IN COVES SHALL CONSIST OF AS MANY AS 4 FOOT 13 PROVIDE 2" CONDUIT THROUGH ROOF PENETRATION FOR FUTURE SOLAR SYSTEM. SEAL CONDUIT AND COORDINATE WATERPROOFING WITH CONTRACTOR. PROVIDE 2. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL LOCATIONS AND MOUNTING HEIGHTS (WHERE APPLICABLE) OF LIGHTING FIXTURES. LAMP SECTIONS AS REQUIRED TO COVER THE ENTIRE LENGTH OF AREA WHERE FIXTURES ARE SHOWN. DARK SPOTS AT BOTH ENDS SHALL NOT BE MORE THAN 6 ". DO NOT USE LESS THAN 3 FOOT LAMPS. 4 FURNISH AND INSTALL WIRING FOR HAND DRYER. ❑5 FURNISH AND INSTALL WIRING. COORDINATE WITH MECHANICAL PRIOR TO ROUGH -IN. 14 CONDUIT CAP ON ROOF. FURNISH AND INSTALL CEILING MOUNTED 2" EMPTY EMT CONDUIT WITH NYLON PULL CORD. PROVIDE CONDUIT SUPPORTS AND BRACKETS. A. -_ _ 3. ALL PLATE COVERS FOR FLOOR AND WALL MOUNTED ELECTRICAL DEVICES ON CONCRETE, WOOD, OR STONE SHALL BE STAINLESS STEEL. ALL OTHERS SHALL BE WHITE. 10. SEE ARCHITECTURAL ELEVATION DRAWING FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL WALL - MOUNTED FIXTURES. 15 PROVIDE CONDUIT CAP FOR FUTURE CONNECTION TO SOLAR SYSTEM DISTRIBUTION AND CONTROL PANEL TO BE INSTALLED AND DESIGNED BY OTHERS. 4. SEE ARCHITECTURAL ENLARGED PLANS AND INTERIOR ELEVATIONS FOR EXACT LOCATION OF ALL RECEPTACLES AND OUTLETS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUTING ANY CONDUITS. 11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE FINAL LOCATION OF LIGHTING FIXTURES IN MECHANICAL, ELECTRICAL, AND OTHER UTILITY AREAS WHERE CONDUIT, DUCT WORK, PIPING, ETC. ARE PRESENT TO AVOID CONFLICT AND ENABLE PROPER ILLUMINATION AND LIGHT DISTRIBUTION. PROVIDE WIRING FOR ROLL UP DOOR. COORDINATE WITH EQUIPMENT INSTALLATION PRIOR TO ROUGH -IN: �8 FURNISH AND INSTALL 3/4" EMPTY CONDUIT WITH PULL CORD FOR TELEPHONE /CARD READER DEVICE�-_?_= J(? -.',�, ___ -__ _ _ T, — - — �' _ - _ u --T - — - - -- 5. ALL RECEPTACLES AND OUTLETS ABOVE THE COUNTER, SHALL BE +42 ". VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ALL SIGNAL DEVICES ABOVE THE COUNTER SHALL BE INSTALLED +42 ". REFER TO 12. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS WITH TYPE THHN/THWN, 600V INSULATION. 13. ALL EXTERIOR LIGHTING INCLUDING BUT NOT LIMITED TO ILLUMINATED SIGNAGE _ �p -� ❑9 FURNISH AND INSTALL TELEPHONE TERMINAL CABINET. 10 FURNISH AND INSTALL WIRING FOR EXTERIOR SIGNAGE. COORDINATE MOUNTING HEIGHT WITH AT SITE. __ -__LL,_ 7. ARCHITECTURAL DRAWINGS FOR ELEVATIONS. ALL CONDUITS SHALL BE CONCEALED. EXPOSED CONDUIT IS NOT ALLOWED U.N.O. BUILDING LIGHTS. MUST COMPLY WITH CALIFORNIA GREEN BUILDING STANDARDS (CGC) SECTION 5.106.8, LIGHT POLLUTION STD. 14. ALL 15 AND 20 AMP, 125V RECEPTACLES IN THE COMMERCIAL KITCHEN SHALL HAVE GFC1 PROTECTION. REVISIONS I APPROVED I DATE SUB - CONSULTANT Szw Diepq G9T111 (M) 2n�1 To Salehi Engineering, Inc. SDA PROJECT N, 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 ( f: 858.792.5916 PUBLIC WORKS .VIA Wall ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING PARKS & RECREATION BY: BY: \�' `'` BY: 04/20/2012 DATE: DATE: DATE: FIRE OFFICE OF THE STATE FIRE C ONLY MARSHAL APPROVED FIRE Reviewed by' APR 2 7 2012 NpprpvaI of this, plan does not outhofi neaflvdl59lahatdeviatioftfre 1ppr a 1tsiQ lua��t@ pro sprlpa01 @0,00 '1 afaiP 6vf by available o» tke sreisat °sttt a FIRE ALARM SYSTEM NOTES: 1. FIRE ALARM SYSTEM IS A 'DEFERRED APPROVAL" DESIGN. 2. CONTRACTOR SHALL OBTAIN THE SERVICES OF A CERTIFIED FIRE ALARM MANUFACTURER. TO DESIGN A COMPLETE SYSTEM APPLICABLE TO THIS BUILDING OCCUPANCY. 3. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES AND NFPA STANDARDS AND REQUIREMENTS. 4. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DOCUMENTS AND OBTAIN APPROVAL FROM FIRE DEPARTMENT /FIRE MARSHALL. FIRE ALARM BELL HD HEAT DETECTOR v FIRE ALARM CONTROL PANEL CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GROUND FLOOR PLAN - ELECTRICAL (LIGTHTING & POWER) or I11MUT 1INLMIr�a SHEET ZCS 04/09/2012 100% CD o - REVISIONS 1 � CLERESTORY /ATTIC PLAN - LIG I I F-1.19 SCALE: 1/4" = 1' -0" KEY NOTES GENERAL NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. ------------- _------------------- _----------- ❑1 REFER TO SHEET E1 -1.1. 1. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE _______________ F2 HEAT DETECTOR. REFER TO SHEET E1 -1.1 FIRE ALARM SYSTEM NOTE. THAN THE FIRE RATING OF THE WALL. . 2. VERIFY EXISTING CONSTRUCTION AND LIGHTING FIXTURE SHALL BE SEISMICALLY BRACED TO COMPLY WITH LOCAL CODE. 3. ALL CONDUIT RUNS SHALL BE PROVIDED WITH A CODE SIZED EQUIPMENT GROUNDING CONDUCTOR, METALLIC CONDUITS SHALL NOT BE USED AS MEANS OF GROUNDING. 4. ALL CIRCUIT CONDUTORS SHALL NOT BE SMALLER THAN #12AWG COPPER TYPE THHN / THWN CONDUCTOR. USE #10AWG CONDUCTORS FOR BRANCH CIRCUITS LONGER THAN 75 FEET. 5. ALL RECEPTACLE ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. 6. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS WITH TYPE THHN / THWN, 600V INSULATION. i I , I STORAGE MAINT02ANCE ; I I I � YP� A +VARoIES❑ `f (TYP) A u HDV,kRIBS I RESTROOM Ell@ 04 I +VARIES I I it ' I 1 1 ; � I I I I ! ' DOWN TO SWITCH 1 DOWN TO SWITCH ❑1 I I I I I 1 � CLERESTORY /ATTIC PLAN - LIG I I F-1.19 SCALE: 1/4" = 1' -0" KEY NOTES GENERAL NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. ❑1 REFER TO SHEET E1 -1.1. 1. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER F2 HEAT DETECTOR. REFER TO SHEET E1 -1.1 FIRE ALARM SYSTEM NOTE. THAN THE FIRE RATING OF THE WALL. . 2. VERIFY EXISTING CONSTRUCTION AND LIGHTING FIXTURE SHALL BE SEISMICALLY BRACED TO COMPLY WITH LOCAL CODE. 3. ALL CONDUIT RUNS SHALL BE PROVIDED WITH A CODE SIZED EQUIPMENT GROUNDING CONDUCTOR, METALLIC CONDUITS SHALL NOT BE USED AS MEANS OF GROUNDING. 4. ALL CIRCUIT CONDUTORS SHALL NOT BE SMALLER THAN #12AWG COPPER TYPE THHN / THWN CONDUCTOR. USE #10AWG CONDUCTORS FOR BRANCH CIRCUITS LONGER THAN 75 FEET. 5. ALL RECEPTACLE ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. 6. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS WITH TYPE THHN / THWN, 600V INSULATION. APPROVED I DATE SUB- CONSULTANT awoa��ow,sm. ul Sm Uegy,G93111 Saiehi Engineering, Inc. SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: ARCHITECT PUBLIC WORKS Stephen Dalton Architects, INC. 444 South CedroS . Studio 182 BY: Solana Beach. CA. 92075 t: 858.792.5906 / 1: 858.792.5918 DATE: APPROVALS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: BY: DATE: DATE: DATE: 04/20/2012 DATE: FIRE ____G) OFFICE OF THE S TATS FIRE MARSHAL APPROVED FIE CONLY Reviewed by APR 2 7 2012 approval of Orr plan does not authorize or pptraae Oily dflilssiou or deviation from ""1411 "r,Phlations Final approval is subject �R ldlPSiieFi iu 9nagotofapprovedpians ,• ti' available on the nrniecr �1£e atNli >..M == NORTH (n CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. MOONLIGHT STATE BEACH IMPROVEMENTS E 1 ® 1, 2 CLERESTORY /ATTIC PLAN - ELECTRICAL (LIGHTING & POWER) SHEET,:/ ' OF //b 04/09/2012 100% CD REVISIONS I APPROVED I DATE NOT USED NOT USED NOT USED SUB - CONSULTANT 83EQ Qaueman Mew Blvd. Sie. ill San Diega,G92111 zeLleSaJW PexI859)2]955M Salehi Engineering, Inc. NO 2 SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: 'I TOE2.0 SCALE E NONE TOE2.0 S E NONE g SCALE E1:O E2.0 NONE ARCHITECT Stephen Dalton Architects, INC. 444 South Cedros.Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 ( f: 856.792.5916 PUBLIC WORKS M DATE: NOT USED NOT USED ENGINEERING BY: DATE: APPROVALS BUILDING & PLANNING BY: DATE: 2 SCALE E1.0 E2.0 FNONE 5 S�E1.0 E2.0 NONE SCALE E1.0 E2.0 NONE PARKS & RECREATION BY: N k, BY: DATE: 04/20/2012 DATE: MOMENTARY SWITCH FOR S02 Y� REMOTE TIMER OVERRIDES. OVERRIDE TIME SETTING NOT TO EXCEED 2 HOURS, S01 REFER TO LIGHTING LAYOUT, SHEET E1.1 I - - - - -- — PROGRAMMABLE TIMER 4 CHANNEL, ASTRONOMICAL AUTO. SHUT —OFF, AUTO— DAYLIGHT SAVINGS ADJUSTMENT, — — — — — — — NON — VOLATILE PROGRAM MEMORY AND WITH 5 YEAR TIME KEEPING BATTERY BACK UP. I I ROOF MOUNTED PROVIDE ELECTRICALLY HELD ' 1 ' ' ' 1 I PHOTOCELL CONTACTOR, 120V COIL, 5 N.O. — — — J 30 AMP RATED CONTACTS (TYP) L — — "A-1 Mr. u MOUNT ALL CONTACTORS IN A NEMA 1 ENCLOSURE r� M � I I I C1 I I L____ I r wI I I C2 I I I r� MM I I I C3 I I I P r — —I (CHANNEL Y3) 1 D i CI A-7 I I �— mmnv 01r EAaF uw 9EMW OOM - r�11�1 L _ J EMI6wR 1108w COMM WAL r --I C2 i CHANNEL #2 L _ J NM MIN ATA UMM CGw/Hitl! MIM r —� CHANNEL #1 -A °F I l I I .Mi76 WA WIT �--I I--f- L _ J MUM WUM AM 11M M cwlawl DIM "LCP” LIGHTING CONTROL SCHEMATIC DIAGRAM 4`JP ICE, 01. 1i -(L S "(Alt FIRE NIAR.SPIAL APPROVED FIR 1 ICONLY €+:dewed by APR 2 / 2012 `�lrt'mrna of Ibns PJAn 00- norauthoriae or u4arot +e 2' *� 1 m =.,1a�yi a ialevi Lion from t ,1 • "( nd4 „[4�Rfi 1 hhidPPravalissubject �k, =.rac Ofi t n of 3pltroved Pia,2S cl FVf , dt?l1 f * -rn= NOT USED CITY OF ENCINITAS - PARKS & RECREA FIRE MOONLIGHT STATE BEACH IMPROVEMENTS ELECTRICAL DETAILS 1 SCALE E1.1 E2.0 NONE B SCALE E1.0 E2.0 NONE DRAWING NO. SHEET /05 OF//?—>I 04/09/2012 100% CD 0 o 0 0 TIMER 0"EL /1 awmm a 0"wEL N 0w"L /s POWER i z 3 • 5 6 7 L — — "A-1 Mr. u MOUNT ALL CONTACTORS IN A NEMA 1 ENCLOSURE r� M � I I I C1 I I L____ I r wI I I C2 I I I r� MM I I I C3 I I I P r — —I (CHANNEL Y3) 1 D i CI A-7 I I �— mmnv 01r EAaF uw 9EMW OOM - r�11�1 L _ J EMI6wR 1108w COMM WAL r --I C2 i CHANNEL #2 L _ J NM MIN ATA UMM CGw/Hitl! MIM r —� CHANNEL #1 -A °F I l I I .Mi76 WA WIT �--I I--f- L _ J MUM WUM AM 11M M cwlawl DIM "LCP” LIGHTING CONTROL SCHEMATIC DIAGRAM 4`JP ICE, 01. 1i -(L S "(Alt FIRE NIAR.SPIAL APPROVED FIR 1 ICONLY €+:dewed by APR 2 / 2012 `�lrt'mrna of Ibns PJAn 00- norauthoriae or u4arot +e 2' *� 1 m =.,1a�yi a ialevi Lion from t ,1 • "( nd4 „[4�Rfi 1 hhidPPravalissubject �k, =.rac Ofi t n of 3pltroved Pia,2S cl FVf , dt?l1 f * -rn= NOT USED CITY OF ENCINITAS - PARKS & RECREA FIRE MOONLIGHT STATE BEACH IMPROVEMENTS ELECTRICAL DETAILS 1 SCALE E1.1 E2.0 NONE B SCALE E1.0 E2.0 NONE DRAWING NO. SHEET /05 OF//?—>I 04/09/2012 100% CD CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG -1 C Prolec[Name D Date Moonlight State Beach Impmvemen(s 3 3119 12012 Prelec[A dress C Climate Zone T Total Come FIOOr Ones n neon Illone ,car Area 400 B Sheaf Encinitas 7 7 0 0 8 861 GENERAL INFORMATION Building Type: ❑ Nonresidential ❑ High-Rise P,esidemial ❑ Hotel /Motel Guest Room e Ocala e u lc ❑ School ❑ School ❑ Conditioned Spaces m Unconditioned Spaces Phase of Construction: New Construction m ❑ Addition ❑ Alteration Method of Compliance: ❑ Complete Building ❑ Area Category ❑ Tailored Documentation Author's Declaration Statement I certit that this Candidate of Compliance documentation is accurate and complete. Signaare Name S RacXy Salehi � �� Company D Date • 3aklli Engineering, Inc. 3 3rygrp12 Address C CEAk 3680 Claumonf Mese Blud Suite 111 C CEPE M City/Stare2p P Phone San Diego„ CA 92111 8 858 -2]] -5551 The Principal Lighting Designer's Declaration Statement I am eligible Imtler Division 3 o the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for 1 CERTIFICATE OF COMPLIANCE Part .4 of 4 LTG-1C Project Name pate Moonlight State Beach lmprofremen(s 3/19/2012 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Fighting Power for Conditioned Spaces Indoor Li hen Power for Uncondaonetlspaces WaKs Watts Installed Lighting Installed Lighting (frgn Cmtlilimetl LTG 1G, Page 2) n (imm Unconditioned LTG1G Pe e2) 564 Lighting Control Credit 0 Lighting Control Credit _ 0 Conditioned aces (ban LTG2C Uncm dficnetle aces ban LTG -2C Adjusted installed _ 1 _ 0 Adjusted Installed - 564 Lighting PpNar Li htin Power Complies if Installed 5 Allowed Complies if Installed 5 Allowed Allowed Lighting Power Allowed Lighting Power CondhionedS Excess mLTGBG Or PERF -1 on UncontlNOnetlS aces imm LTG GO) )]5 Required Acceptance Tests Designer: Thisfi9 -s to be used by the designer and attached to the plans. Listed below is the acceptance thst for the Lighting system, LTG -2A and LTG -3A. The designer is required to check the a<ceptadce tests and list all control devices serving the building or space shall be certdied as meeting the Acceptance Requiremerlls for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test Since this form will be pert of the plans, completion of this section will ellowthe responsible party to budge[ for the scope of work appropriately. Forms can be gmupetl by type of Luminaire con[rolletl. Enforcement Agency: Systems Acceptance, Before Occupancy Permit is granted far a newly constructed building or space or when aver new lighting system with controls is Installed In the building or space shall be certified as meeting the Acceptance Requirements, The LTG -2Aantl LTG-3A forms are not considered complete forms and a are notW be accepted by the enforcement agency unless the boxes are checked andlor filled and signed. In addition, a Certlflcate M Acceptance forms shall be submdted to HIe enforcement agency that cert'rfles plans, specifications, Installation certificates and operating and maintenance information meet the requirements d §10. 103(6) of Title 24 Pert 6. The field inspector must racerve the properly filled out and signed forms before the building can receive final occupancy- A copy of the LTG 2A and LTG3A. for each different lighting lunnnaire wntrel(s) must be provided m the OwmeroRhe building for thelrtecoMS- LTG -2A and Luminaires Controlled LTGaA Cmirols ens Sensors aria Numbertt Pufananc Lvminaires OeNIgMlog COnfrds E ul merit Requiring Test no Desal Ion conlydletl L°catim Acce tmloa ❑ Ena- Pm S.ib En Sod Use-NUmber: 1233 RynCOrte:2 %2- 9J- 19TOB:JS.-56 IU: Z905L -BP Pa e6 of 12 REVISIONS I APPROVED I DATE CERTIFICATE OF COMPLIANCE (Part 2of411 LTG -1CII Prclec[Nama.. ..Aare Moonlight State Beach Improvements 3/19/2072 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Cerdficate. LTG4 -INST Selalna co a,tl Willy form isban area and Rose compared signed) .. Field IOe eGiOr ❑ Celtihcete of Acce rice LTG -2AarM LTG3 A Ratanam and vent form's com leled olds ned. is F ( pl R g. lam Ina ecIOY ❑ A se orate Lighting Schetlule:MUSt ee Liked Out for Conditioned and Unconditioned R ltl ned goatee Installed Lighting Fewer listed on this Lighting Schedule Is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE The actual mtloor lightingpower listed below Includes all installed permanent and portable lighting systems ibacoordance With §1 bola). Only for offices URib the flrst02wazLS persquare loot of portable lighting shall not be requiretlio be mduded to the ® calculation of actual indoor lighting power tlenslrymaccordance with the Exception to §146(a). All portable lighting in excess oi: 0.2 watts per square foot is totaled below : Luminaire (Type, Lamps, Ballasts Installed Wefts A B G D E_. F ,G Howvlanage Was tlelermibed None \. - cut Em �.. 9 orComplete w n re Deaa, �0 9- _ Ilan pn 1t mE £E 9.m e eta nu a From $ ° f- P m ttenl lmner. � & 33 ¢a _� T Ta2re one dimmable elmlrollic bellean NA3;. '� A dR FlUaescertt TB ass itl Start Elec ® :❑ (2J P (7 82.0 J6 3M .. ❑. Al (1)dllfluwettenf no paper Sferf Eec (7 320 ® ❑ B 182 \„\ \ It' q Installed Wads P e Total: Installed Warts bullding TOlaP BuildingtotalnumlaerMpages: (Sun Of all es Enter into LTG IC Pa e a of 0 584 L Watage sbalf be dot rm ned eccordmg to 6eaion 13014 mM e). Wena9e shall be soling of IIgM figdre. oat rat rig Pf bulb. 2. It pdil then describe on Page 2 of the inspection CIw3Jlet Farm and take approaiale anion b correct Verily building piano if necessary. En Ro 5.16 Ena Sdfl:.. User Number: 1233 RunCade: M12AY19T08iJ5:56 ID: Z90SL -B2 Po 2WY2. INDOOR LIGHTING POWER ALLOWANCE LTG -3C Project Name Date Moonlight State Beach lm rovemeMs P 3/19/2012 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG -3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on the page are only for: ❑ CONDITIONED SPACES m UNCONDITIONED SPACES COMPLETE BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY From 146 Table 146 -E PER (a' % BLDG. AREA = WATTS TOTALS AREA WATTS AREA CATEGORY METHOD WATTS ALLOWED BUILDING CATEGORY From 146 Table 146 -F PER k X Area n' = WATTS IMlusblal Wp�k, LOw Be, 090 661 A5 TOTALS 861 n5 AREA WATTS TAILORED METHOD ' Total Allowed Watts usin the Tailored Method taken from LTG -4C P e 1 of 4 Row 3 0 The ,door lighting pmver allowance us rig the Tailored Matl,od of compliance shall be determloed I slog the LTG40 set of forms. A separate set of LTG 4C lams shall Ire riled out for CONDITIONED and UNCONDITIONED spaces E Rp 516 Erw✓ 3M User NUmhrra233 RunCWa 201203- 19T08:35:5I 10: Z995L -B2 - Pa e5of 12 SUB - CONSULTANT 93M CI ' amen, M®.6,W. Sre.,,, bar. gaga Gl92,,, ieL (856J2i/i551 i•.:lixw)zrras44 Salehi Engineering Inc. INDOOR TITLE 24 SCALE: NONE SDA PROJECT N0. 0902 ACAD FILE NO. CITY PROJECT NO: :CERTIFICATE OF COMPLIANCE Part 3of 4 LTG -1C Prdjea Name pate Moonlight State Beach Improvements 3/f 9/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for wts spaces area controls b Multi -level controls c manual tla li htid controls for tla lit areas>2501is P ) 1 ) Y9 9 automazietla It htim contrdsfor Path areas>2500 it d shut -off controls e display lighting wrrtrols f Tailored lighting con[rols- Y 9 9 ) 1 . �) general lighting a+,tmlletl separately from display, ornamental and display case lighting and 9) demand responsive automatic .controls for retail stores s 50,000 ftT, in accordance with Section 731. MANDATORY LIGHTING CONTROLS - FIELD]NSPECTION ENERGY CHECKLIST Number Special T ei Description of Units Location in Building Features cy. ❑ ❑ ,tai' � ❑ -z ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -iC The local enforcement agency should pay speclAl etteMlon to the Items spabiiledinthis checklist These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject ebulltlmg or desigbthat otherwise compiles based on the edaqueliy, of the special jusiH {eetlon and documentation submitted. Fleur InBPa Oler 9'NOIB9 OT D19CYapallClE'a: Ener yRp. 6.1 by Ener 3oR USa Number: 1233 RgrrCOde'2012 -03d9TOB9354 ID: Z905L B2 Page 36(t2 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name - Date Moonlight State Beach Improvements 3/19/2012 Indoor Lighting Measures: §131(4): Shut -oft Controls For every floor, all interior lighting systems shall be equipped with a separate aWOmalic control to shut off the lighting 1. This automatic control shall meet the requirements of Section 119 and may bean occupancy sensor, automatic time switch or other device capable of automatically shutting oil the lighting Override for BuildinLi brio Shut-off The automatic building system is rovided withamanual accessible 9 9 9 g Y P 2. override switch in sl ht of the lights The area ct override is not to exceed 5 000 square feet. §119 @) Automatic Control Devices Certiffad: All automatic control devices speclfatl are ceriifieq all alternate equipment shell be certified and installed as directed by the manufacturer §III. Fluorescent Ballast and LUminares Cert'rfietl: AlliluorescenifiMwes specified for the project are certgied and listed in the ' Directory. All installed fixtures shall be codified. §131(a): Individual Room /Area Controls: Each roam and area in this building is equipped with a separate switch or occupancy sensor device formed area with floor -to- ceiling walls. Uniform Reduction for Intlivitlual Rooms: All roams and areas greater than 100 square feet and more than 0.8 warts §131 (bj: per square fool of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50" /of the lamps in each tlaylil area controlled bye separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by abuiltling on the ed'scent lot. Diagram of shading Burin different limes of the year is included on Ions. §191(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lesa6. Outdoor Lighting Measures: 130 c 1: Mandatory owes determination for medium base sockets without installed ballasts § l7 rY P permanently All ermanent Installed luminaires with lamps tated over 100 Watts either havealam eftica 6 §132(a).. P h P - cY Of at least Olumens er WM[ or are controlled by a motion sensor. All Luminaires with lamps soled realer than 175 Watts in landscaper area including arkin lots building entrances §l32(b). greater � p g canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanemryinslelletl outdoor lighting meets the control requirements listed. §132(c): Eullding facades, parking lots, garages, canopies, and outdoor sales areas meet Multi -Level Llghnng Requirements listed. En Pro 5.16E 8[41. User Number: 1233 RunCa1e: 20f2py18T03:T5:56. ID: 2905E -B2 Pa e6M12 ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD REVISIONS I APPROVED I DATE CERTIFICATE OF COMPLIANCE (Part 2of411 LTG -1CII Prclec[Nama.. ..Aare Moonlight State Beach Improvements 3/19/2072 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Cerdficate. LTG4 -INST Selalna co a,tl Willy form isban area and Rose compared signed) .. Field IOe eGiOr ❑ Celtihcete of Acce rice LTG -2AarM LTG3 A Ratanam and vent form's com leled olds ned. is F ( pl R g. lam Ina ecIOY ❑ A se orate Lighting Schetlule:MUSt ee Liked Out for Conditioned and Unconditioned R ltl ned goatee Installed Lighting Fewer listed on this Lighting Schedule Is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE The actual mtloor lightingpower listed below Includes all installed permanent and portable lighting systems ibacoordance With §1 bola). Only for offices URib the flrst02wazLS persquare loot of portable lighting shall not be requiretlio be mduded to the ® calculation of actual indoor lighting power tlenslrymaccordance with the Exception to §146(a). All portable lighting in excess oi: 0.2 watts per square foot is totaled below : Luminaire (Type, Lamps, Ballasts Installed Wefts A B G D E_. F ,G Howvlanage Was tlelermibed None \. - cut Em �.. 9 orComplete w n re Deaa, �0 9- _ Ilan pn 1t mE £E 9.m e eta nu a From $ ° f- P m ttenl lmner. � & 33 ¢a _� T Ta2re one dimmable elmlrollic bellean NA3;. '� A dR FlUaescertt TB ass itl Start Elec ® :❑ (2J P (7 82.0 J6 3M .. ❑. Al (1)dllfluwettenf no paper Sferf Eec (7 320 ® ❑ B 182 \„\ \ It' q Installed Wads P e Total: Installed Warts bullding TOlaP BuildingtotalnumlaerMpages: (Sun Of all es Enter into LTG IC Pa e a of 0 584 L Watage sbalf be dot rm ned eccordmg to 6eaion 13014 mM e). Wena9e shall be soling of IIgM figdre. oat rat rig Pf bulb. 2. It pdil then describe on Page 2 of the inspection CIw3Jlet Farm and take approaiale anion b correct Verily building piano if necessary. En Ro 5.16 Ena Sdfl:.. User Number: 1233 RunCade: M12AY19T08iJ5:56 ID: Z90SL -B2 Po 2WY2. INDOOR LIGHTING POWER ALLOWANCE LTG -3C Project Name Date Moonlight State Beach lm rovemeMs P 3/19/2012 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG -3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on the page are only for: ❑ CONDITIONED SPACES m UNCONDITIONED SPACES COMPLETE BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY From 146 Table 146 -E PER (a' % BLDG. AREA = WATTS TOTALS AREA WATTS AREA CATEGORY METHOD WATTS ALLOWED BUILDING CATEGORY From 146 Table 146 -F PER k X Area n' = WATTS IMlusblal Wp�k, LOw Be, 090 661 A5 TOTALS 861 n5 AREA WATTS TAILORED METHOD ' Total Allowed Watts usin the Tailored Method taken from LTG -4C P e 1 of 4 Row 3 0 The ,door lighting pmver allowance us rig the Tailored Matl,od of compliance shall be determloed I slog the LTG40 set of forms. A separate set of LTG 4C lams shall Ire riled out for CONDITIONED and UNCONDITIONED spaces E Rp 516 Erw✓ 3M User NUmhrra233 RunCWa 201203- 19T08:35:5I 10: Z995L -B2 - Pa e5of 12 SUB - CONSULTANT 93M CI ' amen, M®.6,W. Sre.,,, bar. gaga Gl92,,, ieL (856J2i/i551 i•.:lixw)zrras44 Salehi Engineering Inc. INDOOR TITLE 24 SCALE: NONE SDA PROJECT N0. 0902 ACAD FILE NO. CITY PROJECT NO: :CERTIFICATE OF COMPLIANCE Part 3of 4 LTG -1C Prdjea Name pate Moonlight State Beach Improvements 3/f 9/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for wts spaces area controls b Multi -level controls c manual tla li htid controls for tla lit areas>2501is P ) 1 ) Y9 9 automazietla It htim contrdsfor Path areas>2500 it d shut -off controls e display lighting wrrtrols f Tailored lighting con[rols- Y 9 9 ) 1 . �) general lighting a+,tmlletl separately from display, ornamental and display case lighting and 9) demand responsive automatic .controls for retail stores s 50,000 ftT, in accordance with Section 731. MANDATORY LIGHTING CONTROLS - FIELD]NSPECTION ENERGY CHECKLIST Number Special T ei Description of Units Location in Building Features cy. ❑ ❑ ,tai' � ❑ -z ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -iC The local enforcement agency should pay speclAl etteMlon to the Items spabiiledinthis checklist These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject ebulltlmg or desigbthat otherwise compiles based on the edaqueliy, of the special jusiH {eetlon and documentation submitted. Fleur InBPa Oler 9'NOIB9 OT D19CYapallClE'a: Ener yRp. 6.1 by Ener 3oR USa Number: 1233 RgrrCOde'2012 -03d9TOB9354 ID: Z905L B2 Page 36(t2 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name - Date Moonlight State Beach Improvements 3/19/2012 Indoor Lighting Measures: §131(4): Shut -oft Controls For every floor, all interior lighting systems shall be equipped with a separate aWOmalic control to shut off the lighting 1. This automatic control shall meet the requirements of Section 119 and may bean occupancy sensor, automatic time switch or other device capable of automatically shutting oil the lighting Override for BuildinLi brio Shut-off The automatic building system is rovided withamanual accessible 9 9 9 g Y P 2. override switch in sl ht of the lights The area ct override is not to exceed 5 000 square feet. §119 @) Automatic Control Devices Certiffad: All automatic control devices speclfatl are ceriifieq all alternate equipment shell be certified and installed as directed by the manufacturer §III. Fluorescent Ballast and LUminares Cert'rfietl: AlliluorescenifiMwes specified for the project are certgied and listed in the ' Directory. All installed fixtures shall be codified. §131(a): Individual Room /Area Controls: Each roam and area in this building is equipped with a separate switch or occupancy sensor device formed area with floor -to- ceiling walls. Uniform Reduction for Intlivitlual Rooms: All roams and areas greater than 100 square feet and more than 0.8 warts §131 (bj: per square fool of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50" /of the lamps in each tlaylil area controlled bye separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by abuiltling on the ed'scent lot. Diagram of shading Burin different limes of the year is included on Ions. §191(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lesa6. Outdoor Lighting Measures: 130 c 1: Mandatory owes determination for medium base sockets without installed ballasts § l7 rY P permanently All ermanent Installed luminaires with lamps tated over 100 Watts either havealam eftica 6 §132(a).. P h P - cY Of at least Olumens er WM[ or are controlled by a motion sensor. All Luminaires with lamps soled realer than 175 Watts in landscaper area including arkin lots building entrances §l32(b). greater � p g canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanemryinslelletl outdoor lighting meets the control requirements listed. §132(c): Eullding facades, parking lots, garages, canopies, and outdoor sales areas meet Multi -Level Llghnng Requirements listed. En Pro 5.16E 8[41. User Number: 1233 RunCa1e: 20f2py18T03:T5:56. ID: 2905E -B2 Pa e6M12 ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD INDOOR LIGHTING POWER ALLOWANCE LTG -3C Project Name Date Moonlight State Beach lm rovemeMs P 3/19/2012 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG -3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on the page are only for: ❑ CONDITIONED SPACES m UNCONDITIONED SPACES COMPLETE BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY From 146 Table 146 -E PER (a' % BLDG. AREA = WATTS TOTALS AREA WATTS AREA CATEGORY METHOD WATTS ALLOWED BUILDING CATEGORY From 146 Table 146 -F PER k X Area n' = WATTS IMlusblal Wp�k, LOw Be, 090 661 A5 TOTALS 861 n5 AREA WATTS TAILORED METHOD ' Total Allowed Watts usin the Tailored Method taken from LTG -4C P e 1 of 4 Row 3 0 The ,door lighting pmver allowance us rig the Tailored Matl,od of compliance shall be determloed I slog the LTG40 set of forms. A separate set of LTG 4C lams shall Ire riled out for CONDITIONED and UNCONDITIONED spaces E Rp 516 Erw✓ 3M User NUmhrra233 RunCWa 201203- 19T08:35:5I 10: Z995L -B2 - Pa e5of 12 SUB - CONSULTANT 93M CI ' amen, M®.6,W. Sre.,,, bar. gaga Gl92,,, ieL (856J2i/i551 i•.:lixw)zrras44 Salehi Engineering Inc. INDOOR TITLE 24 SCALE: NONE SDA PROJECT N0. 0902 ACAD FILE NO. CITY PROJECT NO: :CERTIFICATE OF COMPLIANCE Part 3of 4 LTG -1C Prdjea Name pate Moonlight State Beach Improvements 3/f 9/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for wts spaces area controls b Multi -level controls c manual tla li htid controls for tla lit areas>2501is P ) 1 ) Y9 9 automazietla It htim contrdsfor Path areas>2500 it d shut -off controls e display lighting wrrtrols f Tailored lighting con[rols- Y 9 9 ) 1 . �) general lighting a+,tmlletl separately from display, ornamental and display case lighting and 9) demand responsive automatic .controls for retail stores s 50,000 ftT, in accordance with Section 731. MANDATORY LIGHTING CONTROLS - FIELD]NSPECTION ENERGY CHECKLIST Number Special T ei Description of Units Location in Building Features cy. ❑ ❑ ,tai' � ❑ -z ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -iC The local enforcement agency should pay speclAl etteMlon to the Items spabiiledinthis checklist These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject ebulltlmg or desigbthat otherwise compiles based on the edaqueliy, of the special jusiH {eetlon and documentation submitted. Fleur InBPa Oler 9'NOIB9 OT D19CYapallClE'a: Ener yRp. 6.1 by Ener 3oR USa Number: 1233 RgrrCOde'2012 -03d9TOB9354 ID: Z905L B2 Page 36(t2 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name - Date Moonlight State Beach Improvements 3/19/2012 Indoor Lighting Measures: §131(4): Shut -oft Controls For every floor, all interior lighting systems shall be equipped with a separate aWOmalic control to shut off the lighting 1. This automatic control shall meet the requirements of Section 119 and may bean occupancy sensor, automatic time switch or other device capable of automatically shutting oil the lighting Override for BuildinLi brio Shut-off The automatic building system is rovided withamanual accessible 9 9 9 g Y P 2. override switch in sl ht of the lights The area ct override is not to exceed 5 000 square feet. §119 @) Automatic Control Devices Certiffad: All automatic control devices speclfatl are ceriifieq all alternate equipment shell be certified and installed as directed by the manufacturer §III. Fluorescent Ballast and LUminares Cert'rfietl: AlliluorescenifiMwes specified for the project are certgied and listed in the ' Directory. All installed fixtures shall be codified. §131(a): Individual Room /Area Controls: Each roam and area in this building is equipped with a separate switch or occupancy sensor device formed area with floor -to- ceiling walls. Uniform Reduction for Intlivitlual Rooms: All roams and areas greater than 100 square feet and more than 0.8 warts §131 (bj: per square fool of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50" /of the lamps in each tlaylil area controlled bye separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by abuiltling on the ed'scent lot. Diagram of shading Burin different limes of the year is included on Ions. §191(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lesa6. Outdoor Lighting Measures: 130 c 1: Mandatory owes determination for medium base sockets without installed ballasts § l7 rY P permanently All ermanent Installed luminaires with lamps tated over 100 Watts either havealam eftica 6 §132(a).. P h P - cY Of at least Olumens er WM[ or are controlled by a motion sensor. All Luminaires with lamps soled realer than 175 Watts in landscaper area including arkin lots building entrances §l32(b). greater � p g canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanemryinslelletl outdoor lighting meets the control requirements listed. §132(c): Eullding facades, parking lots, garages, canopies, and outdoor sales areas meet Multi -Level Llghnng Requirements listed. En Pro 5.16E 8[41. User Number: 1233 RunCa1e: 20f2py18T03:T5:56. ID: 2905E -B2 Pa e6M12 ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD SUB - CONSULTANT 93M CI ' amen, M®.6,W. Sre.,,, bar. gaga Gl92,,, ieL (856J2i/i551 i•.:lixw)zrras44 Salehi Engineering Inc. INDOOR TITLE 24 SCALE: NONE SDA PROJECT N0. 0902 ACAD FILE NO. CITY PROJECT NO: :CERTIFICATE OF COMPLIANCE Part 3of 4 LTG -1C Prdjea Name pate Moonlight State Beach Improvements 3/f 9/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for wts spaces area controls b Multi -level controls c manual tla li htid controls for tla lit areas>2501is P ) 1 ) Y9 9 automazietla It htim contrdsfor Path areas>2500 it d shut -off controls e display lighting wrrtrols f Tailored lighting con[rols- Y 9 9 ) 1 . �) general lighting a+,tmlletl separately from display, ornamental and display case lighting and 9) demand responsive automatic .controls for retail stores s 50,000 ftT, in accordance with Section 731. MANDATORY LIGHTING CONTROLS - FIELD]NSPECTION ENERGY CHECKLIST Number Special T ei Description of Units Location in Building Features cy. ❑ ❑ ,tai' � ❑ -z ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -iC The local enforcement agency should pay speclAl etteMlon to the Items spabiiledinthis checklist These items require special written justification and documentation and special verification. The local enforcement agency determines the adequacy of the justification, and may reject ebulltlmg or desigbthat otherwise compiles based on the edaqueliy, of the special jusiH {eetlon and documentation submitted. Fleur InBPa Oler 9'NOIB9 OT D19CYapallClE'a: Ener yRp. 6.1 by Ener 3oR USa Number: 1233 RgrrCOde'2012 -03d9TOB9354 ID: Z905L B2 Page 36(t2 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name - Date Moonlight State Beach Improvements 3/19/2012 Indoor Lighting Measures: §131(4): Shut -oft Controls For every floor, all interior lighting systems shall be equipped with a separate aWOmalic control to shut off the lighting 1. This automatic control shall meet the requirements of Section 119 and may bean occupancy sensor, automatic time switch or other device capable of automatically shutting oil the lighting Override for BuildinLi brio Shut-off The automatic building system is rovided withamanual accessible 9 9 9 g Y P 2. override switch in sl ht of the lights The area ct override is not to exceed 5 000 square feet. §119 @) Automatic Control Devices Certiffad: All automatic control devices speclfatl are ceriifieq all alternate equipment shell be certified and installed as directed by the manufacturer §III. Fluorescent Ballast and LUminares Cert'rfietl: AlliluorescenifiMwes specified for the project are certgied and listed in the ' Directory. All installed fixtures shall be codified. §131(a): Individual Room /Area Controls: Each roam and area in this building is equipped with a separate switch or occupancy sensor device formed area with floor -to- ceiling walls. Uniform Reduction for Intlivitlual Rooms: All roams and areas greater than 100 square feet and more than 0.8 warts §131 (bj: per square fool of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50" /of the lamps in each tlaylil area controlled bye separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by abuiltling on the ed'scent lot. Diagram of shading Burin different limes of the year is included on Ions. §191(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lesa6. Outdoor Lighting Measures: 130 c 1: Mandatory owes determination for medium base sockets without installed ballasts § l7 rY P permanently All ermanent Installed luminaires with lamps tated over 100 Watts either havealam eftica 6 §132(a).. P h P - cY Of at least Olumens er WM[ or are controlled by a motion sensor. All Luminaires with lamps soled realer than 175 Watts in landscaper area including arkin lots building entrances §l32(b). greater � p g canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanemryinslelletl outdoor lighting meets the control requirements listed. §132(c): Eullding facades, parking lots, garages, canopies, and outdoor sales areas meet Multi -Level Llghnng Requirements listed. En Pro 5.16E 8[41. User Number: 1233 RunCa1e: 20f2py18T03:T5:56. ID: 2905E -B2 Pa e6M12 ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name - Date Moonlight State Beach Improvements 3/19/2012 Indoor Lighting Measures: §131(4): Shut -oft Controls For every floor, all interior lighting systems shall be equipped with a separate aWOmalic control to shut off the lighting 1. This automatic control shall meet the requirements of Section 119 and may bean occupancy sensor, automatic time switch or other device capable of automatically shutting oil the lighting Override for BuildinLi brio Shut-off The automatic building system is rovided withamanual accessible 9 9 9 g Y P 2. override switch in sl ht of the lights The area ct override is not to exceed 5 000 square feet. §119 @) Automatic Control Devices Certiffad: All automatic control devices speclfatl are ceriifieq all alternate equipment shell be certified and installed as directed by the manufacturer §III. Fluorescent Ballast and LUminares Cert'rfietl: AlliluorescenifiMwes specified for the project are certgied and listed in the ' Directory. All installed fixtures shall be codified. §131(a): Individual Room /Area Controls: Each roam and area in this building is equipped with a separate switch or occupancy sensor device formed area with floor -to- ceiling walls. Uniform Reduction for Intlivitlual Rooms: All roams and areas greater than 100 square feet and more than 0.8 warts §131 (bj: per square fool of lighting load shall be controlled with bi -level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50" /of the lamps in each tlaylil area controlled bye separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by abuiltling on the ed'scent lot. Diagram of shading Burin different limes of the year is included on Ions. §191(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lesa6. Outdoor Lighting Measures: 130 c 1: Mandatory owes determination for medium base sockets without installed ballasts § l7 rY P permanently All ermanent Installed luminaires with lamps tated over 100 Watts either havealam eftica 6 §132(a).. P h P - cY Of at least Olumens er WM[ or are controlled by a motion sensor. All Luminaires with lamps soled realer than 175 Watts in landscaper area including arkin lots building entrances §l32(b). greater � p g canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanemryinslelletl outdoor lighting meets the control requirements listed. §132(c): Eullding facades, parking lots, garages, canopies, and outdoor sales areas meet Multi -Level Llghnng Requirements listed. En Pro 5.16E 8[41. User Number: 1233 RunCa1e: 20f2py18T03:T5:56. ID: 2905E -B2 Pa e6M12 ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD ARCHITECT Stephen Dalton Architects, 444 South Cedros .Studio 182 Solana Beach. CA. 92075 t: 858.792.5906 / f: 856.792.5916 PUBLIC WORKS DATE: CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG -1 C Proiatt Nana Data Moonlight State Beach improvements 3/19/2012 Project Address Total Illuminated Area 400 8 Street Encinitas, CA 92024 1, 131 GENERAL INFORMATION Phase of Construction 0 New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I codify that this Certificate of Compliance documentation is accurate and complete, a, Name Slgnmura Rocky SakM Company Dafe eased, 'En9 g Ix. 3/t920t2 Address GEA # 3680 Clahrrronf Mesa Blvd SIMe 111 CEPE a CiryiState2lp Phone San pla9o„ CA 92111 868- 2A5551 Principal Lighting Designer's Declaration Statement • lam eligible under Division 3of the Californ ia Business and Professional COdemaccept responelDllity for(ha lighting design, • This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable tom Hance forms, r p s, o kshaets, calculations, plans and specifications submitted to the enforcement agency for approval with this building per it plication. Name Iglushlre Salehi Erginenhq Company Phone 3eleM Engineering Ire. 8582775551 Address LlcanseR ' 6380 Clavemoot Mese BMf, Sulfa 1ti cirytstate2lp Dam Seri Diego, CA 9211 ] Principal Lighting Designer's Declaration ® I certify that this Certificate of Compliance documentation is accurate and complete, and accounts far all outdoor p lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards Outdoor Lighting Mandatory Measures Indicate location on painting plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS a WORKSHEETS (check box if woticsheets is included) For detailed MsiruMloOS on the use of this and ell Energy Elfidency Standards compliance (pmts', please ruler to the Nodresldentlel Manuel pudishatl b � the Cal'loni a Ener Commission . ❑ OLTG4C Certificate of Compliance. Nl4 pages required on plans for all subn ttals. © OLTG @C (Pages 1013) Llgl>fing Wattage Alowances for GenaM Hardsoape gales Frmnage. or Ornamental D9MirW. Optional on pans © OLTOPC (Pages 2olB)GgMing Wattage ARaaaoce fm Per Applicedcli ol'Per Area. OROOnal a, plena. ❑ eLTG2C (Pages 3ol3)Atltlhional Lighting Power Allowance hr Ordinance Regli remente. Gpdonal on plans Erie Pro 5.16 Eyler SoR User lJUmber: 1233 Runcotle: 2012 -OJ- 19108:35:54 10:2905L -B2 Pa Io(12 ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD ENGINEERING DATE: CERTIFICATE OF COMPLIANCE Part 4 of 4) OLTG -1 C Projett Name ate Moonlight State Beach Improvements - 3/19/2012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lightir�q power allowance for general horoscope (from OLTG -2C Page 1 of 3) 84g B Specific application lighting wattage allowance per unit length (from OLTG -2C Page 1 of 3) p C Specific application lighting wattage allowance for ornamental lighting (from OLTG -2G Page 1 of 3) a D Specific application lighting wattage allowance per application from OLTG -2C Page 2 of 3 d (from ) E Specific application lighting wattage allowance per area (from OLTG -2C Page 2 of 3) w F Specific application lighting wattage allowance for ordinance requirements from OLTG -2G Page 3of 31 (from 0 G Total Allowed Wattage = Sum of rows Athrough F. 899 H Total installed watts (from Compliance Fixture Schedule, - irom OLTG -2C Rag. 1 of 3 ( ) 303 Complies if wattage in row His less then or equal to the wattages in row G m Yes ❑ ND Erie- -Pm S.ib En Soft Use NUmbea23? RanC°de: 2012 -0J- 18TO8:J5:54 IDZ905L -B2 Page fOMt2 APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD APPROVALS BUILDING &PLANNING PARKS & RECREATION BY: BY: DATE: DATE: 04/20/2012 DATE: CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG -IIC Project Name Date Moonlight State Beach Unprovamenis 311912012 :COMPLIANCE HIM Unit / LIGHTING CONTROL SCHEDULE and :FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG 11NST (Retsin..Wood ver(roMl scomdmaa arias neat ' -' - -- CERTIFICATE OF ACCEPTANCE, OLTG- 2A (Raisin am and. vent io0ncs bum lmea and sl ned. WMiinire Schedule Installed Watts 0. B C D E.. F G H 1 How wptlags was determined � E R � G Wm re Descrlpdon E ga - - E w W Name or Saefminota below. - yy b c. ham iiE S vK � °b o To, lam pole- ,oahoseo %4nO WAl mete:llaide U6 �iI do pZ 6w0 c. F R) 13w Compact programme mark 4 Nn Eft 25.0. Q m ❑ z J 2 50 , \\ E nWLED 110 ❑ ❑ ❑ 23 253 E 303 Mel total IMO OLTG 1C Pa a 4:ofd::ROw H' Total lnsfalletl Watts: 'LT a Ium na re iW wall bk sul sM1Oe son) (oi o e ct t lamp al t 1. p (e.: PO P pa sandescen umunmles cdl aef I Y t P 9 P Yre tluolascent ncandesceni, HlD) ballasuyp (Le_elenronle ormag az 7, numberof lamps and number of ball 6p I raF desceW luni at., N l ewang lted' column DS nor be,hemam relampingraled wanage onapermaneMfadorynatalled label on ffie re, NOT Me rvettAge of Me lamp (bulb) mad, In aaomanoe write Badlon 13p(d or a)- 2II Fail then demands on Page 2 of ihe[forgotten CHeckllm Form and take approprlMe action ro crnrect Ver ry bu 10n9 Plans.IPneC %sery. EXEMPT LUMINAIRES Name or 1 Description of exam luminaires in accordance with tag MANDATORY CONTROLS tt Desai ion Location a Descri ion. LocMion SPECIAL FEATURES INSPECTION CHECKLLST(See Page 2 of 4 0(OLTG 7C The to ®I enlo¢emerrt agency snouts pagspmal atlentlon to IM1eitema spear etl n this cbedalst These items requ re speaal wrnenp s, fpetion and tlowm tall dspa la feadon The iotal 1 rcen m: genryd t sfiead q `y fW j tficanon and may relectabuilding or design d,at mlxrmse complies based on the adequacy ofthespedal lusaficat on end dowmentat on suanMetl Fled Ins ctbr Notes or Dtsere ddies: Ener Ro5.10 Ena- 3511 User Number 1233 RBOCbde: 2012- W- iHT08:35:5d. 10: Z905L 82 Page SOF]2. �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD �0 8 O N align, $E $E ^ J rn w�= ro of of li ¢V� V �ma 3x ;x a - =x N,w a y+ „cp a O F F E ".A aka = x N tr3 m 3Hw � m m 9E a N x � d zoo 3� 3� _ - S e 3. ra o m tip m E� 3 u - m ¢ vi o m € o 3x a - a r - - y 3 c ° m m 8 � U 4c IV A y i 2 a W E E � 3i - 3 ¢ ¢LL a a 3 w >� z n e�W � a(4 � Q m5J mJ coos � Q J p o e USii 6a Z o Fads zE Ew Em � (1 S gg W be m f zm U aQ N %[pA o oZ ggC Tv0 Q E w�i ofiox ryO °P"om i �S° �a put 3a J wva Wv a wW i � a W Z > m U rvRR w o x a Jm8 F 2 Cn 4 ¢ Y ¢o uN�� W o u =« z � .w. W o LB W O v cwt � k 6 �?� 3 xJ a _ O o0 o ur az �.m coo" z 3 m�° Z Lou li 30 i MLLE � 3LL m O o E m2 aj=a �i< O J p N m b Odg °a'. cod ti w` FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD FIRE 2 TITLE 24 SCALE: NONE CERTIFICATE OF COMPLIANCE Part 3of 4 OLTG -1C Pr °jest Name Data Moonlight State Beach /mprovemeMS 3/79 /2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE ❑ OLZ 1 ❑ OLZ 2 ❑ OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with YD -114, or ❑ Amended by JHA Complete the information below if the tlefauh Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The see is a government tlesigna[etl park, recreational area wilditle preserve, or portion thereof, and has been designated as LZ2 or LZ3 in accordance with Table 10-1 14-A because the site is cordained within such ozone. ❑ The local jurisdiction heading authority has officially adopted achangeto the State Default Lighting Zone and has nMRied the Energy Commission by pmvMIDg the materials required In §1Ot 14(4) to the Executive Director. ❑ The adopted change b posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147 -C Used? ❑ Ves m No Complete the information below if additional lighting power allowances for ordinance requirements are used ❑ The local'urisdidion having has official adopted s specific outdoor light levels which areexpressed as average or I g ry ty P minimum foo[candle levels b following public racers that allowed for formal public nolilication rave Y 9 P P P I w, and comment about the m used change. P P 9 ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notiiletl the Commission by providing I following materials required §10114(i) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and anachetl form plans Listed below is the acceptance test for the Lighting system, OLTG -2A. The designer is required to check the acceptance tests and list all coMr01 devices serving the building or space shall be cenifietl as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control M a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Pppentlk of the Nonresidential Reference Appendices Manual describes the test Since this form will be part of the plans completion of the section will allow the responsible parry to budget forihe scope of woM apptopria[ely. Forms can be grouped by type of Wmiwire conholletl. Enforcement Agency: Systems Acceptance . Before Occupancy Pennll Is granted for a newly constructed building or space or when ever new lighting system with cenVOls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG -2A term is net considered a complete form and s not to be accepted by the erdorcemem agency unless the boxes are checked and /or filled and signed. In addition, a Cediitete of Acceptance Corms shall be subminetl to the enforcement agency that certifies plans, specifications, installation certgicates, and operating and maintenance information meet the requirements of §10 -103 @) of Title 24 Pad 6. The field inspector must receive the property filled eu[ and signed Corms before the building can receive final occupancy. A copy of [tre OLTG -2A for each tliffererrt lighting luminaire IcenVOI(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG2AI. pry o f IJke Outdoor Ughdng E u ant Acquiring Testing Des commis Looeilon Att a,ce Tests t Insert ONSfor Outdoor Motion Sensor OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor Phctacenlrol; ATS for Astronomical Time Switch; and STS for Standard non - astronomical Time Switch acce lance. Ena- %o 5.l by EnergySOR Use NUmbu: 1233 RunCOde: 261203.49Td835:51 ID: Z905L -s2 Pege SOl 12 U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD U N N � coo ao a° 3O 3 � E 8 E of of li o � °iLX _ - atOX a3cp o3t2 Cl ¢ r N aS 3 aR m 3� a w 33 a o � o �a S m 3 ¢ - z m = m ffi > 0 i %c ¢ LL Z E c 3� n 4 a � U V � J 4 V 6 W = E 3 Q a'E w W d y W S W q 3 0 pox a Sam o �Qm a a U.1 r i o0 �� fA 3 3 m�a 3 3 m.$Q3 Y � O � c5 � & Ea`o 3 Z Cp 3 C 3 � mS V v J r J IW- 7 an d O d p - wa 4 � Oy a _° O a L 8 w try IY 4 tj � � zttr,u � m O OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD OFFICE OF THE STA7 !: FIRE MARSHAL, APPROVED FIRE IV Reviewed by iIC ONLY APR z � zo�a �I1PTOvad raQrhlR Piero dwostaof TpprQVe any a7tHdSad� €as .Tev�tia��e � �P ibPt3dFrra�nl+i�I�is i'fTaal �PPx©,val as sw�b,jeet o #iulct iN4iaPSgfklt; Be set efapfrroved plaits " h�duailabteoRthex�raf8sfditFat °fl .. _ CITY OF ENCINITAS -PARKS &RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS GARAGE INDOOR &OUTDOOR TITLE 24 CALCULATIONS DRAWING NO. U SHEET /� OF //8 04/09/2012 100% CD DECK PLAN - LIGHTING SCALE: 1/4" = T-W' KEY NOTES GENERAL NOTES KEYNOTES ON THIS SHEET ARE CONSIDERED "TYPICAL" AND ARE AN ACCUMULATION OF ITEMS FROM ALL FLOOR PLANS UNLESS OTHERWISE NOTED AND IS TO BE APPLIED TO EVERY SIMILAR CONDITION WHETHER OR NOT THE REFERENCE KEYNOTE IS REPEATED. NOT ALL ITEMS ARE FOUND ON THIS SHEET. 1. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. L11 A'wA — F SUPPLY FAN FURNISHED AND INSTALLED BY MECHANICAL CONTROLLED BY THERMOSTAT. COORDINATE WIRING INSTALLATION PRIOR TO ROUGH —IN. 2. VERIFY EXISTING CONSTRUCTION AND LIGHTING FIXTURE SHALL BE SEISMICALLY BRACED TO COMPLY WITH LOCAL CODE. WALL SCONCE CONTROLLED BY TIMER AND PHOTOCELL. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. 3. ALL CONDUIT RUNS SHALL BE PROVIDED WITH A CODE SIZED EQUIPMENT GROUNDING CONDUCTOR, METALLIC CONDUITS, SHALL NOT BE USED AS MEANS FURNISH AND INSTALL SURFACE MOUNTED CONTROL PANEL FOR OVERHEAD DOOR. OF GROUNDING. PROVIDE CONTROL WIRING TO .UNIT CONTROLLER MOUNTED BESIDE OH DOOR. COORDINATED WITH ARCHITECT / OH DOOR INSTALLER PRIOR TO ROUGH —IN. 4. ALL CIRCUIT CONDUTORS SHALL NOT BE SMALLER THAN #12AWG COPPER TYPE THHN / THWN CONDUCTOR. USE #10AWG CONDUCTORS FOR BRANCH CIRCUITS FURNISH AND INSTALL WIRING AND CONTROL FOR TYPE RHX OVERHEAD DOOR. LONGER THAN 75 FEET. COORDINATE WITH OH DOOR INSTALLER PRIOR TO ROUGH -1N. FURNISH AND INSTALL CEILING MOUNTED PULL DOWN POWER OUTLET. TYPICAL OF 3.- 5. ALL RECEPTACLE ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24" MINIMUM. PROVIDE APPROVED MOUNTING ACCESSORIES AND SUPPORTS. 6. CONDUCTOR SIZES ARE BASED ON COPPER CONDUCTORS WITH TYPE THHN / THWN, 600V INSULATION. REVISIONS I APPROVED I DATE SUB- CONSULTANT W60 azleemm,. Ohd, &c 11 S v Pegg G92111 uu(M)2Ti , ae.:( ) 2nd Salehi Engineering, Inc. � wo.�� SDA PROJECT NO. 0902 ACAD FILE NO. CITY PROJECT NO: 2 ) GROUND FL )� SCALE: 1/4" = T -0" PLAN - NOTE: BID ALTERNATE 1 ARCHITECT APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE Stephen Dalton Architects, INC. 444 South Cedros . Studio 182 BY: BY:. BY: BY; (27 �--'- BY: Solana Beach . CA. 92075 t: 858.792.5906 / f: 858.792.5918 04/20/2012 DATE: DATE: DATE: DATE: DATE: POWER ()FFYCE OF THE STATE FIRE MARSHAL APPROVED FIR ONLY ve+9ewed by APR 2 7 2012 A11firOY41 of this Plah daes not authorize or Dofl1vE Oily gtwufoh at deviation from �plfna�la E IaFahfi Ff"al approval is subject right 1 the} i±P11 Hui sPf of approved plans aaaeahtr �n fhr �rnreet � at 11 - ..1.;.. , TY OF ENCINITAS - PARKS & RECREA' MOONLIGHT STATE BEACH ;. IMPROVEMENTS Lt/._ so GROUND AND SECOND FLOOR PLAN - ELECTRICAL (LIGHTING & POWER) SHEET /07 OF //g AA /AA 1019% 4 A .I AAO/ ^r% V —r/VJ /LV IG IVV /O %0 L0 City Of Encinitas Parks &Recreation Moonlight State Beach Improvements SIGNAGE /EGD DESIGN DEVELOPMENT WEST ELEVATION DEVELOPMENT DESIGN F SELECTED PROJECT SIGN CONTRACTOR TO PROVIDE FINAL SHOD DRAWINGS AS REQUIRED FOR PROJECT ARCHITECT AND PERMIT ACQUISTION, FABRICATION AND FINAL PROJECT INSTALLATION. SOUTH ELEVATION OFFICE OF THL STAI t r IXE MARSHAL APPROVED FIRE A CONLY Reviewed by APR 2 7 2012 4pprovaI of this p Ian does not authorize or pprnve any remission at deviation from ppHbattierC+¢illatluhR Final approval is subldor dtnulgliiepectiNN One set of approved plan, tali f c available on the ,)roiect sita at _11 P;m- TABLE OF CONTENTS EGD.000 EGD,OL1 EGD.OL2 EG D.00A -EG D.00G CONTACTS Overview Sign Locations (Elevations) Sign Locations (Plan) Design Drawings Project Signage /EGD Designer Contact John R. McCulley McCulley Design LLC 224 S. Cedros Ave, Studio A Solana Beach, CA 92075 858.756.1807 john@mcculleydesign.com Project Architect Contact Stephen Dalton Stephen Dalton Architects, Inc. 444 S. Cedros Ave. Studio 182 Solana Beach, CA 92075 858.792.5906 steve@sdarchitects.net SIGN TYPES A "MOONLIGHT STATE BEACH" Letterforms B "RENTALS" Letterforms C "RESTROOM" Letterforms D "CONCESSIONS" Letterforms E Restroom Blade Signs F ADA Plaques G LANDSCAPE NOTIFICATION SIGN H Building Address Sign NOTES TO BIDDERS 01 Pricing to include Shop Drawing suitable for all required permits, fabrication and installation 02 Shop Drawings to be coordinated with the architect and signage designer and provided for all signs 03 All sign locations and measurements to be field verified prior to Shop Drawings and fabrication 04 Mock - ups /material samples to be provided for all sign types for written approval 05 Sign Contractor to coordinate with Project Architect and all structural, mechanical and electrical consultants as required 06 Mounting methods and hardware recommendations to be provided by Sign Fabricator 07 All penetrations into building to be coordinated with the Project Architect; signs shall be watertight and comply with all applicable code requirements regarding structural, wiring and appropriate illumination equipment 08 Sign Contractor to oversee all sign permits and ensure all signs are compliant with all applicable codes 09 All final shop drawings, materials and sign messages to be approved by the client, Project Architect and Designer prior to fabrication 10 As required, provide CA Licensed Electrical and Structural Engineer for Shop Drawings and Permits. NOTE: ALL IDEAS, ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF McCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED, LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. McCULLEY, MANAGER OF McCULLEY DESIGN LLC, A CALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT A PUBLICATION OF SAME, NO COPYING, REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. McCULLEY. VISUAL CONTACT WITH WITH THESE PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN TLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR, TRADES OR VENDORSTHAT EXECUTE THE DRAWINGS AND DESIGNS OR WORK AS DOCUMENTED HEREIN THE PLANS. ALL REQUIRED STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE& LIFE SAFETY DESIGN. AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION, SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO McCULLEY DESIGN DEC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECTOR ALLEGED NONCONFORMANCE OFTHESE DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. O mccull y designib McCulley Design LLC A California Limited Liability Company Studio: 224.a South Cedros Avenue Solana Beach, CA 92075 858.756.1807 Mail: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project F + _ ' W O � as O O W � C W E c N s Z a m W V Vi W W � UJ p Z V � � Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title OVERVIEW ,As Issue Date Issue Description R� 01 01.25.12 - 02 03.15. 2 - 03 03.19.112 PROJECT NYMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.000 I nl} .,r— It 9. COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. WEST ELEVATION: SIGN LOCATIONS 1/4" =1' -0" NOTE: ALL HEIGHT DIMENSIONS ARE ABOVE FINISHED GRADE SOUTH ELEVATION: SIGN LOCATIONS 1/4 " =1' -0" NOTE: ALL HEIGHT DIMENSIONS ARE ABOVE FINISHED GRADE 386 B STREEI H -1: PER SOUTH ELEVATION AND WEST ELEVATION OF EGD.OL1 SIGN TYPE H -1 and H -2 1" THICK AISA 316 STAINLESS STEEL LETTERFORMS. PIN MOUNT TO FACADE USING 1/8" ALUMINUM STUDS. TYP: 4 STUDS PER LETTER. NOT TO SCALE. OFFICE OF THE STATE FIR - MARSHAL APPROVED FI NIC ONLY Reviewed by APR 2 7 2012 Apprdvai of this plan does not authorize at approve any omission of deviation from ,Pll)Ir'eableregulations Final aFarav4lisbubiaXi ra Field inspection. One bat of ap@Faaad pi4ta§ -hall be available an the ereleetsite at sit SIGN TYPES "MOONLIGHT STATE BEACH" Letterforms Sheet # EGD.00A B "RENTALS" Letterforms Sheet # EGD.00B rE "RESTROOM" Letterforms Sheet # EGD.000 "CONCESSIONS" Letterforms Sheet # EGD.00D Restroom Blade Signs Sheet # EGD.00E F ADA Plaques Sheet # EGD.00F G LANDSCAPE PLANTING SIGNAGE Sheet # EGD.00G H BUILDING ADDRESS SIGN Sheet #EGD.OL1 O . N TE. All IDEAS ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED LO ED, LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT A PUBLICATION OF SAME NO COPYING REPRODUCTION PLANS AND SPECIFICATIONS OOR CHAR EO OF, NOR BE RESALNSIBLE WITHOUT METHODS, TECHNIQUES, CONSENT OF SEQUENCES, SCHEDULES VISUAL CONTACT OF WITH FABRICATION, Wall ATION, THESE NS CONSTNUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, McCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR, TRADES OR VENDORS THAT EXECUTE THE DRAWINGS AND DESIGNS A WORK AS DOCUMENTED HEREIN THE PLANS. ALL ,ANDN SUCH RPRE MECHANICAL, ELECTRICAL,PWMBING AND FlRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF NOR BE RESPONSIBLE TECHNI U S NSIBLE FOft1HEMEANS, METHODS, QE, SEQUENCES, SCHEDULES OR PROCEDORESOFFABRICAiION, SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION. WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCE OFTHESE DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. Project H W O as as O o � LLI a' W C G N .= Z v O bn M. m W N CD 0 -0 G W .r s W Lu O = O Z 4W t3 V tti Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN LOCATIONS ELEVATIONS Issue Date Issue Description By 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EIGD.OL1 4=+i-r. 1001 o;= 11 2> COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. GROUND FLOOR PLAN: SIGN LOCATIONS 1/4 " =1' -0" SITE PLAN NTS * FINAL PLACEMENT OF LETTERFORMS ON METAL OVERHANG TO BE COORDINATED WITH ARCHITECT AND DESIGNER IN SHOP DRAWINGS * *FINAL PLACEMENT OF SIGN TYPE G TO BE COORDINATED WITH LANDSCAPE ARCHITECT OFFICE OF THL S'iATL FIRE MARSHAL ARSHAL C —ONLY Reviewed by APR 2 7 2012 Approval Of fHi>; plaH does not authorize or appttdt+b Roy dfi3lssiep of deviation from 1lo, faFUlatlatls rigl o P � Final approval is subject U #HS apt! @i OfJO s @,t pfappraved plaits available ea tbe+�relseY eTte at SIGN TYPES A "MOONLIGHT STATE BEACH" Letterforms Sheet # EGD.00A B "RENTALS" Letterforms Sheet # EGD.00B C "RESTROOM" Letterforms Sheet # EGD.000 D "CONCESSIONS" Letterforms Sheet # EGD.00D E Restroom Blade Signs Sheet # EGD.00E F ADA Plaques Sheet # EGD.00F G LANDSCAPE PLANTING SIGNAGE Sheet # EGD.00G H BUILDING ADDRESS SIGN Sheet #EGD.OL1 NOTE: ALL IDEAS ARRANGEMENTS SPECIFICATIONS PE IFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED, LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED W H WRITTEN EJO DESIGN MNC PEMITSS MANAGER ALL OF PERFORM DESIGN SHALL BE THE RESPONSIBILITY ILITY OF OTHEPANV, RUNGS THESE DRAWIY THE CONTRACTOR,, BUILDING OWNER, AGENCY IS NOT A MICULLEYDESIGN SAME. He SHALLH HAVE OVER NIN ANY EO OF, NOR BE RESPLNSIBLE ORTHE MEANS, METHODS, TECHNIQUES, SEQUENCES, SCHEDULES VISUAL CONTACT OF WITH FABRICATION, WITH ATION, THESE PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, McCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR TRADES OR VENDORS THATE %ELUTETHEDRAWINGSANDDESIGNS A WORN AS DOCUMENTED HEREIN THE PLANS. ALL REQUIRED STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FlRE &nFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER CLIENT OR OTHERS. McCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF NOR BE RESPONSIBLE FOR THE MEANS METHODS TECHNI UES SCHEDULES OR PROCEDURES OF FABRICATION SHIPMENT, DELIVERY ORINSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCWLLEYDE5IGN LLCIF THE CONTRACTOR ORCLIENT BECOME AWARE OFANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCE OFTHESE DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE � � Q � 03 W m s Z � v � a m W ._ ca U) W � t W C = Z V Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN LOCATIONS PLAN Issue Date Issue Description By 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.OL2 no ii lte5 COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. MATERIALS AND FINISHES FOR SIGN TYPE A 1 1 1/2" AISA 316 Stainless Steel letterforms with welded vertical supports; natural satin (not polished) finish 2 Custom AISA 316 Stainless Steel tray secured into concrete as required w/ white led illumination; provide power, access and switch as needed. Coordinate with Architect and DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. 19 1/8" LJ LETTERFORM FRONT 1 ° =1' -0° Q, Q. WEST ELEVATION DETAIL 1/4 " =1' -0" 144" VIF 293 1/4" 111141111 TE FACADE Agilight LED & Power Supply; 1. Agiiight LED "AgiLight SignRayz Seriew, G2, Apex" Part Number: LS- APEX- ASW -G2 (Sign White 7500k) @ 215 Lumens per foot. LED to have a 172 degree beam angle to provide letterferms an even spread. All components to be UL listed and fisted in the SAM manual, completely waterproof. 2. LED Power Supply: AgilightPS12- 60W- 100 -277v (Multi -tap 100/277 AC primary voltage to 12v/ 5amp DC voltage. (One (1) power supply draws close to 1 +/- amp.) NOTE: with 25' of sign to light @ 3.28 watts per foot would require two (2) 60 watt power supplies. Confirm with electrical engineer. 3. Primary Voltage: 120/277 volts -20amp dedicated circuit (2amp New Sign LOAD). 4. All sign timers shall be Astronomical to comply with Title 24 of the CBC. Agilight, Inc, a Divisoin of General LED, Inc. 866 -482 -0203. www.AgiLight.com LETTERFORM SIDE ILLUSTRATION 3 " =1' -0" DESIGN LLC A CALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT A PUBLICATION OF SAME. NO COPYING REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY. VISUAL CONTACT WITH WITH THESE NOTE: ALL IDEAS, ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED IT THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED, LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCWLLEY, MANAGER OF MCCULLEY E S METHODS TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION D PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBIUN OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR BUILDING OWNER CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF NOR BE RESPONSIBLE FOR THE MEANS, Q Q , PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRIC ➢ONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR, TRADES OR VENDORS THAT EXECUTE THE DRAWINGS AND DESIGNS OR WORK AS DOCUMENTED HEREIN THE PLANS. ALL REQUIRED STRUCHIRAL, MECHANICAL, ELECTRICAL, PLUMBING AND FlRE &LIFE SAFETY DESIGN AN ET , SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCE Onni DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. 0 mccull y designib 1 1J2" TYPICAL SIDE OF A California Limited Liability Company LETTERFORM 224.a South Cedros Avenue Solana Beach, CA 92075 NOTE: ALL LETTERFORMS Mail: PO Box 1127 @ 90' TO HORIZONTAL www.mcculleydesign.com Project SURFACE STAINLESS STEEL WEDGE ANCHOR OFFICE OF THE STATL FIRE MARSHAL E CL TYPICAL: 2 PER LETTER FORM APPROVEDF NIC ONLY O UJ COORDINATE WITH STRUCTURAL Reviewed by � O ENGINEER TO ASSURE en SECURE ATTACHEMENT AND CL m w VERTICAL ALIGNMENT. APR 2 7 2012 •v Vi COORDINATE WITH ARCHITECT If FOR WATERPROOFING DETAILS Approval of this plandaea not authorize or A 4-1 O C3 @ CONCRETE SOFFIT. tpprove an 01" Issiot, at deviation tru BOLT WELDED TO THE INSIDE t K4laagulauo a F alApi3Te s §N7gt This drawing indicates general Project Scope and BOLT WELDED TO THE INSIDE OF LETTERFORM AND SECURED Ir tieddJnspectioi OHesetpfAPjprp;jgQ[ fit§ and completion of Project Documents.Contractor OF LETTERFORM AND SECURED TO SS WEDGE ANCHOR. hSJI be available en the rrotecf site atall BW-2F Work.Decisions of McCulley Design LLC included TO SS WEDGE ANCHOR. TYPICAL TWO (2) PER LETTERFORM Sheet Title TYPICAL TWO (2) PER LETTERFORM A Issue Date Issue Description By 01 01.25.12 - 02 1/2" SPACER 1/2" SPACER 114 CLEAR LEXAN 03.19.12 3" MIN. LED STRIP SS WEDGE ANCHORS CONCRETE FACADE AT WEST ELEVATION J�7 ; o D D `� a D V LETTERFORM REAR DETAIL ° o CUSTOM 316 SS HOLDER FOR LED STRIP ANGLE TO PROVIDE MAXIMUM EVEN 3 " =1' O" ELETRICAL CHASE TO LLUMINATION SPREAD TO LETTERFORMS. STEEL PLATE EMBEDDED LED POWER SUPPLY. INTO CONCRETE FOR STRUCTURAL COORDINATE WITH COORDINATE ALL DETAILS SUPPORT FOR SIGN FASTENERS. ARCHITECT AND WITH ARCHITECT'S DOCUMENTS COORDINATE WITH STRUCTURAL ELECTRICAL ENGINEER AND PROJECT ELECTRICAL ENGINEER FOR SPECIFICATIONS FOR DETAILS AND LOCATION. AND STRUCTURAL ENGINEER LETTERFORM SIDE ILLUSTRATION 3 " =1' -0" DESIGN LLC A CALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT A PUBLICATION OF SAME. NO COPYING REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY. VISUAL CONTACT WITH WITH THESE NOTE: ALL IDEAS, ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED IT THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED, LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCWLLEY, MANAGER OF MCCULLEY E S METHODS TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION D PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBIUN OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR BUILDING OWNER CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF NOR BE RESPONSIBLE FOR THE MEANS, Q Q , PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRIC ➢ONS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR, TRADES OR VENDORS THAT EXECUTE THE DRAWINGS AND DESIGNS OR WORK AS DOCUMENTED HEREIN THE PLANS. ALL REQUIRED STRUCHIRAL, MECHANICAL, ELECTRICAL, PLUMBING AND FlRE &LIFE SAFETY DESIGN AN ET , SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCE Onni DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. 0 mccull y designib McCulley Design LLC A California Limited Liability Company Studio: 224.a South Cedros Avenue Solana Beach, CA 92075 858.756.1807 Mail: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project H W O � E CL a� 0 0 O UJ CL W � � O N s Z en CL m w o W •v Vi C p Q Z A 4-1 O C3 V � � Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE A A Issue Date Issue Description By 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00A 51 k'T III OP 114 COPYRIGHT 2011 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. T_ 15 1/8" MATERIALS AND FINISHES FOR SIGN TYPE B 1 11/2" thick AISA 316 Stainless Steel letterforms pin - 02 mounted to Ipe wood; natural satin (not polished) finish 2 1X4 Ipe wood slats (3/4" X 3 1/2 ") with 3/8" reveal; back - screw (w /SS screws) into custom SS plate to fit recess in concrete; to be flush with face of wall; sign fabricator to coordinate with architect DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. ALL ATTACHMENTS TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER PROVIDE MOCK -UP OF SIGN TYPE B LETTERFORM /WOOD PANEL FRONT 1 1/2 " =1' -0" WEST ELEVATION DETAIL 1/4 " =1' -0" VIF a 3/8" AISA 316 Stainless Steel PLATE 112" 1 112 ", , IPE WOOD STAINLESS STEEL WEDGE ANCHORS SECURED TO REAR OF IPE WOOD THROUGH 3/8" SS PLATE TO CONCRETE SOFFIT. 3/8" AISA 316 Stainless Steel CONCRETE SOFFIT — ABOVE GARAGE DOORS 113/8" SS PLATE IN BACKGROUND I LETTERFORM FRONT DETAIL HALF SCALE FACE OF ANGLED CONCRETE WALL FABRICATOR TO FIELD VERIFY WALL ANGLE V LETTERFORM SIDE DETAIL HALF SCALE SS SCREWS AS REQUIRED FOR LETTERFORM SECURE ATTACHMENT TO IPE WOOD BACKGROUND SS SCREWS AS REQUIRED FOR LETTERFORM SECURE ATTACHMENT TO IPE WOOD BACKGROUND 3/8" AISA 316 Stainless Steel PLATE CONCRETE SOFFIT ABOVE GARAGE DOORS OFFICE OF THE STATL FIRL MAKSHAL APPROVEDFIREA NICONLY Reviewed by APIA 2 7 2012 ApprovAl of this PION dank a6tauthwiie Or LpPf®veguyamissiaperdeviatlah froth ,PraTicAbIO regu]Ogat+a piNa1 "Plovi}f is 44NPFt s field I15pectioN O€Le set of 40fUr& @d pi "TLa Will Tse available on the project sure at all t.�-r NOTE: ALL IDEAS ARRANGEMENTS, S E PROPERTY OF McCULLEY DESIGN NTS SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND HALL REMAIN TH P ESI LLC AND NO PART THEREOF SHALL BE DISCLOSED LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN A. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. NO COPYING, REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY. VISUAL CONTACT WITH WITH THESE PLANS D LAN N SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN C EAF L E LL SHALL NOT BE RESPONSIBLE WARE FOR THE AULT O DEFECT OR VENDORS NONCONFORMANCE THE DRAWINGS DRAWINGS. DESIGNS DRAWING AS NOT PREPARED BY AR THE PLANS. TURA ALL IRM, AND STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENT OR OTHERS. McCULIEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORN: PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCE OFTNESE DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. N � 0 40 C 0 • t/1 W Z 4-1 V G Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE B 01 01.25.12 - 02 03.15.12 7 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00B �::Ft'T 112 OF I I t> COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. MATERIALS AND FINISHES FOR SIGN TYPE C 1 11/211 thick AISA 316 Stainless Steel letterforms with welded vertical supports; natural satin (not polished) finish; mechanically fasten to concrete overhang. Coordinate with structural engineer. DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. ALL ATTACHMENTS TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER LETTERFORM FRONT 3 " =1' -0" 103 3/8" 1� NOTE: ALL IDEAS ARRANGEMENTS SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSE LOANED ANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIED PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME. NO COPYING REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY. PLANS AND M LES VISUAL PROCEDURES OF WITH FABRICATION, WITH THESE LA SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORN OF ANY CONTRACTOR TRADES OR VENDORS THAT CUTE EDRAWINGS N OR TH DRAWIN S. DESIGNS THIS DRAWING A WORK AS DOCUMENTED HEREIN ARCHITECTURAL ALL IRM, AND STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BV THE CONTRACTOR, BUILDING OWNER, CLIENTOR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS METHODS TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABflICATION Q Q SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NONCE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR ALLEGED NONCONFORMANCEOFTHESE DRAWINGS. THISDRAWING IS NOT PREPARED BY AN ARCHITECTUflAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE. .I O McCulley designiab McCulley Design LLC A California Limited Liability Company Studio: 224.a South Dodoes Avenue Solana Beach, CA 92075- 858.756.1807 Mail: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project W O � as 0 0 � o UJ CL W E C N ._ /Z�RR L � V IL m w N 4) C 4ml M D W o v t W Lu O c Q Z 40 o C3 V Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE C A Issue Date Issue. Description By 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00C 1 f 13 6F ►125 COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. MATERIALS AND FINISHES FOR SIGN TYPE D 1 1/2" thick AISA 316 Stainless Steel letterforms with welded 1 vertical supports; natural satin (not polished) finish; mechanically fasten to metal overhang; QUANTITY 2 DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. ALL ATTACHMENTS TO BE VERIFIED AND COORDINATED WITH STRUCTURAL ENGINEER LETTERFORM FRONT i= g s 4 —f 3#......... i 11/2" FROM RIGHT EDGE RIGHT EDGE SOUTH ELEVATION DETAIL 1/4 " =1' -0" STEEL CHANNEL AT CONCESSION SOFFIT 11/2 it- 1/2" FLANGE ON CLHANNEL STEEL CHANNEL AT CONCESSION SOFFIT FACING OUT LETTERFORM SIDE DETAIL HALF SCALE SEE SHEET EGD.000 FOR FRONT DETAILS OFFICE OF THE STAKE HIRE MARSHAL APPROVED FNIC ONLY Reviewed by APR 2 i 2012 ,kpipixrnval of this plan does not authorize or .A,fF,gnnuo, any omission or deviation from i,o w.whilaregulatTOna Final approval issubi eld inepeetion One nee of approved plaza 3Taitheaysi [able on the nroieetsiteatDil -i3` - NOTE: ALL IDEAS ARRANGEMENTS SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS 0 S HAVE BEEN PREPARED P ATIONS AND PLANS OR ED IN CONNECTION WITH ANY OTHER WORK PROJECT OTHER THAN THE PROJECT FOR WHICH THEY R AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC ,ACALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME, NO COPYING, REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OFJOHN R. MCCULLEY. VISUAL CONTACT WITH WITH THESE PLANS 0 THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT 0 TH LAN SPECIFICATIONS CONSTITUTE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS N N ERESPONSIBLEF A THE WORK OF ANY CONTRACTOR TRADES OR VENDORS THAT EXECUTE THE DRAWINGS AND DESIGNS W M NS. ALL REQUIRED STRUCTURAL MECHANICAL ELECTRICAL PLUMBING AND DESIGN AND PERMITS AND BE THE RESPONSIBILITY OF OTHER NS A WORK AS PREPARED AN AR HITECT Q, FIRE SAFETY LLBE PERFORMED BY N CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION, SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OR -ALLEGED NONCONFORMANCE OFTHESE DRAWINGS. THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCH REPRESENTATION, I5 BEING MADE U) W r s W C O = Z V � Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarty indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE D 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00D � +-r 114 of= I I I COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. MATERIALS AND FINISHES FOR SIGN TYPE E 1 1 1/2" thick AISA 316 Stainless Steel letterforms pin- mounted to Ipe wood; natural satin (not polished) finish 2 AISA 316 Stainless Steel frame (w/ 3/4" square tubes) welded to AISA 316 Stainless Steelmounting bracket; exposed fasteners (square SS caps) install into concrete wall as required. 3 1X4 ipe wood slats (3/4" X 3 1/2 ") with 3/8" reveal; back -screw (w /SS screws) into 316 SS frame (fabricator detail concealed fastening) DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. NOTE: MATCH IPE SELECTED BY PROJECT ARCHITECT FOR PROJECT ALL ATTACHMENTS TO BE COORDINATED WITH STRUCTURAL ENGINEER. 'J/ Z5 =1 -U SIGN CONTRACTOR TO MATCH I, — .. __ , , ......,,„ ARCHITECT APPROVED SUBMITTALS FROM PROJECT'S GENERAL CONTRACTOR 1 " VIF E1 (QUANTITY 1) BLADE SIGN FRONTS (DUAL SIDED) 3 " =1' -0" E2 (QUANTITY 1) X1 LETTERFORM FRONT DETAIL (NOTE: DUAL SIDED SIGN) HALF SCALE OFFICE OFTHESTA LFIREMARSHAL LETTERFORM SIDE DETAIL APPROVED FIR! ICONLY Reviewedby -HALF SCALE Approval of this plan does not authorize or mtsslon or d approve any oeviation from applicable regulations Final aPPfCvNllsaubJapi to field inspection One set of apliev0 pia. -s .hHtl ye avelleble on the oroieef to at_ NOTE: ALL IDEAS ARRANGEMENTS SPECIFICATIONS INDICATED OR REPRESENTED B T S I NS AND PLANS IN Y THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED LOANED A ED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORN OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY. FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT A PUBLICATION OF SAME NO COPYING, REPRODUCTION INANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE ,METH DWRITTENCONSENTOE JOHN q.HEDULES VISUAL CONTACT WITH WITH THESE PLANS AND SPECIFCATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. McW LLHE DESIGN LLC TOR SHALL OR LNOT BE RESPONSIBLE AWARE FOR ANY FAULT OF ANY COIN THE PROJECTOR OR VENDORS NONCONFORMANCE DRAWINGS. S. THIS DRAWING AWINGI ASTPREPA DOCUMENTED HEREIN ARCHITECTURAL PLANS. ALL RM!,AN N STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FlRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR BUILDING OWNER CLIENT OR OTHERS. MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION, SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTORORCNENT BECOMEAWAREOFANV FAULTOR DEFECT IN THE PROTECTOR ALLEGED NONCONFORMANCE OFTHESE DRAWINGS. THISDMWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM!, AND NO SUCH REPRESENTATION IS BEING MADE O McCullev designs . McCulley Design LLC A California Limited Liability Company Studio: 224.a South Cedros Avenue Solana Beach, CA 92075 858.756.1807 Mail: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project i- _ 4' W a a i ; 0 O W 06 W � � O s Z a m w a-+ C W t%1 C r t W W O c Q Z ++ O CIi V 2 U50 Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE E Issue Date Issue Description By 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00E fir. 1 115 dF (l g COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. L 7" 1 F1 (QTY 1) 7" F2 (QTY 1) F19 F2y F3, My F5 & F6 ADA SIGN FRONT HALF SCALE TYPICAL INSTALLATION ELEVATION MATERIALS AND FINISHES FOR SIGN TYPE F 1 1/4" thick AISA 316 Stainless Steel sign panel; install with adhesives or concealed fasteners 1.111/4" Vinyl 2 1/32" (MIN) thick tactile lettering /pictograms; COLOR: Sherwinn- Williams "Powdura" Powder Coating Charcoal PAS4- C0001. F3 (QTY 2) H, F7 12" DIAMETER (QTY 2) • RESTR00 F4 (QTY 1) FRONT SIDE 0 cy w ZI SIGN SPECIFICATIONS Height Above Finish Floor or Ground: Tactile characters on signs shall be located 48 inches (1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character. Mounting Location and Height. Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. Mounting height shall be 60 in (1525 mm) above the finish floor to the centerline of the sign. Mounting location for such signage shall be so that a person may approach within 3 in (76 mm) of signage without encountering protruding objects or standing within the swing of a door. Finish and Contrast. Characters and their background shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. Braille (1117B.5.6) California contracted California Grade 2 Braille with Domed Tops shall be used wherever braille is required in other portions of these standards. Dots shall be 1/10" on centers in each cell with 2/10" space betwen cells measured from the second column of dots in the first cell to the first column of dots in the second cell. Dots shall be raised a minimu of 1/40" above the background, with round domed tops. FS (QTY 6) F6 (QTY 2) 7" X 7" ADA SIGN FRONT DETAIL (F1, F2, F3, F4) ICON FOR REFERENCE ONLY 75% Scale 3j4" EQ SECURE TO WALL VHB + SILICONE \ 11111113 51121 Q 6" MIN 3 Contracted (Grade 11) Braille (illustrated for scale only) OFFICEOF r111-SIAILtiKhIVIAKSHAL J APPROVED FIR N ANICONLY MOM 2eviewed by PROVIDE MOCK -UP OF EACH SIGN TYPE F SIGN TYPE F7 & FS Restroom (unisex) facilities shall be identified by a circle 1/4 inch thick, 12 inches in diameter with a 1/4 inch thick triangle superimposed on the circle and within the 12 inch diameter. These geometric symbols shall be centered on the door at a height of 60 inches and their color and the contrast shall be distinctly different from the color and the contrast of the door. Edges of sign shall be rounded, chamfered or eased. On triangle Sign Type F the corners of form shall have a minimum radius of 1/8 ". CHARACTER /LETTERING PROROPORTIONS CHARACTERS ON SIGNS SHALL BE SANS SERIF ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH 11178.5.5 TYPESTYLES. Characters on signs shall be selected from fonts that have a width -to- height ratio of between 3:5 (60 %) and 1:1 (100 %) measured by the width of the uppercase letter "0" and height of the uppercase letter "I ", and a stroke width- to- height ratio of between 1:5 (20 %) and 1:10 (10 %) measured by the width and height of the uppercase letter "I ". Hi.- -- -- F8 12" DIAMETER (QTY 1) FRONT SIDE 7" X 7" ADA SIGN FRONT DETAIL (F1, F2, F3, F4, F5, F6) LETTERING FOR REFERENCE ONLY 75% Scale APR 2 7 2012 4pproval df this plan cidke rtat authotiZe OT rpptuve anyoTnjssioh ar deviation fawn; gjpheabloregulatio is Final approval is syHjot a field inspection One sot of approvedplNfa +. °II br. uvFriable on the nrel eet Bite at ell ADA SIGN SIDE DETAIL 75% SCALE NOTE: ALL IDEAS ARRANGEMENTS SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OF MCCULLEY DESIGN LLC AND NO PART THEREOF SHALL BE DISCLOSED, LOANED OR CONVEYED IN PARTORWHOLE TOOTHERSOA USED IN CONNECTION WITH ANY OTHER WORKORPROIECi OTHER THAN THE SPECIFIED PROTECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENTOFIOHN R. MCCULLEY MANAGER OF MCCULLEY DESIGN LLC ACAH CALIFORNIA LIMITED EV DE INSI LIABILITY COMPANY. FILING THESE DRAWINGS OR CONTRACTOR, WITH ANY PUBLIC AGENCY ISHOT. PUBLICATIONOFSAME. NOCOPYING,REPRODUCTIO REPRODUCTION DIGITAL OR PHYSICALFORMATWITHOUTTHES ,MET OD WRITTENCONSENTOF SEQUENCES, q.HEDULES VISUAL CONTACT WITH WITH THESE PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS AL HAVEPRECEDENCE EI DRAW NG SHALL OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR, TRADES OR VENDORS THAT EXECUTE THE DRAWINGS AND DESIGNS OR WORN AS DOCUMENTED HEREIN THE PLANS. ALL REQUIRED STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FlRE &nFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBInTY OFOTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENT OTHERS. PACCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SE UENCES, SCHEDULES OR PROCEDURES OF FABRICATION Q SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR OR CLIENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECTOR ALLEGED NONCONFORMANCE OFMESE DRAWINGS, THIS DRAWING IS NOT PREPARED BY AN ARCHITECTURAL FIRM, AND NO SUCHPEPRESENTATION IS BEING MADE. McCulley designiab McCulley Design LLC A California Limited Liability Company Studio: 224.a South Cedros Avenue Solana Beach, CA 92075 858.756.1807 Mall: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project = a"' W O � CL 0 O O W CL W to t Z v O >` CL m W N a) G 4 W .= s W W O = Z C'3 V Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessanly indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE F 01 01.25.12 - 02 03.15.12 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00F � l-r 110 OT= I I b COPYRIGHT 2012 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. MATERIALS AND FINISHES FOR SIGN TYPE G 1 1/4" thick AISI 316 Stainless Steel sign panel 2 1X4 ipe wood slats (3/4" X 3 1/2 ") with 3/8" reveal 3 3 1/2" X 3 1/2" 316 SS -clad post; embed 16" + below grade 4 Screw panel and slats into 316 SS post w /SS screws; exposed SS fasteners w /square caps (fabricator detail fastening) 5 LETTERING COLOR: 3M Scotchcal Opaque Graphic Film; "Dark Gray 180C-41,7725-41" MOONLIGHT STATE BEACH DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR CONSTRUCTION. NOTE: COORDINATE WITH PROJECT LANDSCAPE ARCHITECT FOR QUANTITIES, LOCATION AND INSTALLATION DETAILS. MATCH IPE WOOD TO PROJECT SPEC SELECTED BY ARCHITECT. on i I' SIDE ELEVATION DETAIL 311 =11 -011 16 518" +/- INSTALL PER LANDSCAPE ARCHITECT SPECIFICATIONS. LOCATE PER LANDSCAPE ARCHITECT. - - - - - _ - - - _ =_ = = = == _ 31r I I I I I FRONT ELEVATION DETAIL 311 =11 -011 16" + AS REQUIRED PER I LANDSCAPE ARCHITECT FRONT DETAIL ;H OFFICE OF I HL �1tt'1 L rit<i rvIr 17,a- APPROVEDFI NICONLY Reviewed by:_ 2 Air',z 2 7 2012 kpproval of this plandoes not authorize or tpprove any omrssian c,r &vnini6n t'tam ,yP1,l,nableragulacTUns F'IiiAIA{t�yevaltbouhjaet O fistdtjaspacPlopl QPe so[ ofa pTevad lap§ 4aN 6o available on the orniccf site at atl <R' SCALE: HALF QUANTITIES: SIX (6). CONFIRM QUANTITIES AND LOCATIONS WITH LANDSCAPE ARCHITECT NOTE: IDEAS, D ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OFMCCULLEYDESIGN LLC AND NO PARTT HEREOF SHALL BE DISCLOSED LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK 0 P THEY HAVE BEEN R PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY, FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME NO COPYING REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN P. MCCULLEY. VISUAL CONTACT WITH WITH THESE PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR TRADES OR VENDORS T T HR NONCONFORMANCE OFTHAWINGS DRAWINGS. THIS DRAWING A WORT ASTPREPA DOCUMENTED HEREIN ARCHITECTURAL PLANS. TURA ALL IRM, AND STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENTOR OTHERS, MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION Q Q SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFEry PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR ORCHENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OPALLEGED NONCONFORMANCE OFNIESE DRAWINGS. THISDRAWING IS NOT PREPARED BY AN ARCHITECNRAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE � ' O McCulley designiab ■ PLEASE STAY ON PATH A California Limited Liability Company AND WATCH US GROW 224.a South Cedros Avenue Solana Beach, CA 92075 CITY OF ENCINITAS Mail: PO Box 1127 MOONLIGHT STATE BEACH www.mcculleydesign.com Project NATIVE PLANT RESTORATION _ ♦'' W ■ as 0 O 16 518" +/- INSTALL PER LANDSCAPE ARCHITECT SPECIFICATIONS. LOCATE PER LANDSCAPE ARCHITECT. - - - - - _ - - - _ =_ = = = == _ 31r I I I I I FRONT ELEVATION DETAIL 311 =11 -011 16" + AS REQUIRED PER I LANDSCAPE ARCHITECT FRONT DETAIL ;H OFFICE OF I HL �1tt'1 L rit<i rvIr 17,a- APPROVEDFI NICONLY Reviewed by:_ 2 Air',z 2 7 2012 kpproval of this plandoes not authorize or tpprove any omrssian c,r &vnini6n t'tam ,yP1,l,nableragulacTUns F'IiiAIA{t�yevaltbouhjaet O fistdtjaspacPlopl QPe so[ ofa pTevad lap§ 4aN 6o available on the orniccf site at atl <R' SCALE: HALF QUANTITIES: SIX (6). CONFIRM QUANTITIES AND LOCATIONS WITH LANDSCAPE ARCHITECT NOTE: IDEAS, D ARRANGEMENTS, SPECIFICATIONS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE AND SHALL REMAIN THE PROPERTY OFMCCULLEYDESIGN LLC AND NO PARTT HEREOF SHALL BE DISCLOSED LOANED OR CONVEYED IN PART OR WHOLE TO OTHERS OR USED IN CONNECTION WITH ANY OTHER WORK 0 P THEY HAVE BEEN R PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH PREPARED AND DEVELOPED WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN R. MCCULLEY, MANAGER OF MCCULLEY DESIGN LLC, ACALIFORNIA LIMITED LIABILITY COMPANY, FILING THESE DRAWINGS OR SPECIFICATIONS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME NO COPYING REPRODUCTION IN ANY DIGITAL OR PHYSICAL FORMAT WITHOUT THE EXPRESSED WRITTEN CONSENT OF JOHN P. MCCULLEY. VISUAL CONTACT WITH WITH THESE PLANS AND SPECIFICATIONS CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MCCULLEY DESIGN LLC SHALL NOT BE RESPONSIBLE FOR THE WORK OF ANY CONTRACTOR TRADES OR VENDORS T T HR NONCONFORMANCE OFTHAWINGS DRAWINGS. THIS DRAWING A WORT ASTPREPA DOCUMENTED HEREIN ARCHITECTURAL PLANS. TURA ALL IRM, AND STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE &LIFE SAFETY DESIGN AND PERMITS SHALL BE PERFORMED BY AND SHALL BE THE RESPONSIBILITY OF OTHER CONSULTANTS RETAINED BY THE CONTRACTOR, BUILDING OWNER, CLIENTOR OTHERS, MCCULLEY DESIGN LLC SHALL HAVE CONTROL OVER OR CHARGE OF, NOR BE RESPONSIBLE FOR THE MEANS METHODS, TECHNIQUES, SEQUENCES, SCHEDULES OR PROCEDURES OF FABRICATION Q Q SHIPMENT, DELIVERY OR INSTALLATION, OR FOR THE SAFEry PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROMPT WRITTEN NOTICE SHALL BE GIVEN TO MCCULLEY DESIGN LLC IF THE CONTRACTOR ORCHENT BECOME AWARE OF ANY FAULT OR DEFECT IN THE PROJECT OPALLEGED NONCONFORMANCE OFNIESE DRAWINGS. THISDRAWING IS NOT PREPARED BY AN ARCHITECNRAL FIRM, AND NO SUCH REPRESENTATION IS BEING MADE � ' O McCulley designiab McCulley Design LLC A California Limited Liability Company Studio: 224.a South Cedros Avenue Solana Beach, CA 92075 858.756.1807 Mail: PO Box 1127 Rancho Santa Fe, CA 92067 www.mcculleydesign.com Project i- _ ♦'' W O � as 0 O O iZ ; W E IO N s Z v bon a m w U) (1) G � 0 W V C � U Q = Q Z ++ O C3 V � Scope Document This drawing indicates general Project Scope and design intent. Drawings do not nesessarily indicate or describe all work requiredfor full performance and completion of Project Documents.Contractor and Vendor shall furnish all items required for the proper execution and completion of the Project Work.Decisions of McCulley Design LLC included within the scope of this document shall be final and binding on the Contractor and Vendor. Sheet Title SIGN TYPE G Issue Date Issue D 01 01.25.12 - 03 03.19.12 PROJECT NUMBER COESD_01 DATE 04.09.12 FILE NAME DESCRIPTION DRAWINGS FOR BID SCALE AS NOTED Sheet # EGD.00G �,-r Ili L-f 115 COPYRIGHT 2011 MCCULLEY DESIGN LLC. ALL RIGHTS RESERVED. TH STR EX!j ST? -Dt-B4 �i EXISTING SDG &E CABLE POLE P120844 J LOCATE AND INTERCEPT EXIST SDG &E IDB4 "PRI CONDUIT & ROUTE TO NEW TERMINATER INSTALL SDG &E ID54 "PRI (60' ±) EXIST AT&T PEDESTAL t Tai REMAIN I EXISTING SDG &E TRANSFORMER D124924 TO REMAIN l" i i ca EXIST ELEC SECONDARY & SERVICES TO BE REMOVED BY SDG &E & CONDUIT TO BE ABANDONED 0 20" ° NEW SDG$E SERVICE 600A 3Q5 120/208V INSTALL AT &T 1 -2" CONDUIT (160' ±) INSTALL 2 -4" SDG &E SERVICE CONDUITS (90' ±) / b.. k" IINSTALL SDG &E 3425 TRANSFORMER PAD 1111 11m mommWAAMCWHo UTILITY COMPOSITE EXHIBIT o , �� - - -- rINSTALL SDG &E "PRI (50'±) INSTALL SDG &E TERMINATING CABINET \ `rr v 3416 \ ..� INSTALL SDG &E ID84" PRI (2501±) loll IEXIST GAS METER TO BE REMOVED BY SDG &E EXISTING CONCESSION( BLDG TO BE REMOVED 30'+ i y a, a; �FSS c --7 _. > f 3 gyp/ "'v. \ �> .. ° �> � 4.... /,� >� \ �' +w�'\ Y � ��''. � ;\ \ -�.�� "3 •�. air" °�T'. f%— �...., e , Lk va _-7 t z " 3 Y _— EXIST AT &T HANDHOLE TO REMAIN (EXISTING CONCESSION BLDG TO BE REMOVED OF THE STATE r- 20771,12 F�. V, 41 01�1 gpproval of this plan does not authorize or spptove any amiss ou ar deviation from ppileableFS ulations Final approvalislsuhiect field inspection One set of approved p7<? ' 4> -availableonthenroiee-.teatel'> -t.. PRELIMINARY PLAN 03 -27 -12 NOTES: EXISTING UTILITIES INDICATED ARE APPROXIMATE LOCATIONS ONLY AND ARE NOT TO BE ASSUMED AS INDICATION OF ALL EXISTING OR PROPOSED UTILITIES. VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE DIGGING. SDG &E PROJECT #252829 -020 DATE 03 -27 -12 w MrM N e SHEET _ aW m M �W O 0 0 d m o � Z) N F o IIIV�� ; DATE 03 -27 -12 w MrM N TW 2 SHEET _ aW m M �W O 0 W m o � Z) N n IIIV�� ; 0) x a �- a L) w Z 9 � z o H in .o ❑ O � W a o m ❑ rn "' o - m W O 0. a m o n LnW Z O DATE 03 -27 -12 w MrM 0 TW 2 SHEET I (e OF I �a aW �W R � 0 O UU IIIV�� u J_ �- DATE 03 -27 -12 SCALE 1" =30' DR's' BJY SHEET I (e OF I �a F2 UNIONS' I llw� Mv=l dfr 9E vk% E i� i 1 f LJ e�A vk% E i� i 1 1/2 "C. MINIMUM. (FIELD VERIFY) 1 / I a � G / ;0 Cj D aD SITPLAN E a SCALE: 1" = 30' -0" SCALE: 1" = 30' -0" i i 'J SCOPE OF WORK 1. THIS IS A FULLY AUTOMATICALLY ACTIVATED FIRE ALARM SYSTEM. 2. FURNISH AND INSTALL A COMPLETE 24 VDC, CLOSED CIRCUIT, MICROPROCESSOR BASED, ELECTRICALLY SUPERVISED, ANNUNCIATED FIRE ALARM SYSTEM AS SPECIFIED HERE ON THESE PLANS. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL CONTROL PANELS, POWER SUPPLIES, SIGNAL INITIATING DEVICES, AUDIBLE AND VISUAL ALARM DEVICES, WIRE, AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. THE SYSTEM SHALL BE WIRED AS A (CLASS B) SYSTEM FOR ALL CIRCUITS. CONDUIT LEGEND SMOKE DETECTORS CONDUIT CONCEALED IN WALL OR CEILING SPACE, U.O.N. • - - - -- CONDUIT CONCEALED UNDER FLOOR OF SLAB OR UNDERGROUND, U.O.N. SYSTEM INPUTS SYSTEM OUTPUTS 1 SMOKE DETECTORS • • © 2 #14 AWG SOLID THHN /THWN -2 1 PNK / 1 PRP (CED) — • • • STRANDED 1 RED / 1 1 2 HEAT DETECTORS • • MTD. 0 72" TO TOP (TYPICAL) 1 • • • FINISHED FLOOR NOT TO SCALE 2 3 FIRE ALARM AC POWER FAILURE IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS O2 ABOVE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6 ". THIS REQUIREMENT SHALL • • MMUZ ® MODEL: ASD —PL2F / 821OLP (BASE) • 3 4 FIRE ALARM SYSTEM LOW BATTERY (� is ,% ° �(D° ACTUAL BLDG HT: • • RESTROOM / CONCESSION BLDG AND • 4 5 OPEN CIRCUIT MANUFACTURER: FCI 13,500 SF • • MODEL- ATD —RL2F / B21OLP (BASE) ACTUAL BLDG AREA: 11 • 5 6 GROUND CIRCUIT BASE CSFM #: 7300 - 1653:0109 • • FLOOR 190' ATTIC HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING • 6 7 NOTIFICATION APPUANCE CIRCUIT SHORT ACTUAL BLDG AREA: 3,587 SF • • 7 A® HEAT CSFM #: 7270 - 1703:0115 • 7 l00000vvvl WIRE LEGEND QA 1 #D162F FPL 1 PAIR 16 AWG SOLID 1 RED / 1 BLK (ADL) — INTERIOR SLC © 2 #14 AWG SOLID THHN /THWN -2 1 PNK / 1 PRP (CED) — NAC CKT HORNS /STROBES © 1 #H2 -162 FPL /PLTC 1 PAIR 16 AWG STRANDED 1 RED / 1 BLK (ADL) — EXTERIOR SLC FIRE ALARM DEVICE LEGEND SYMBOL DESCRIPTION MOUNTING /BACKBOX /RING QUANTITY MIN ANALOG FIRE ALARM CONTROL PANEL SPECIAL BACKBOX SUPPLIED BY BLDG USAGE: B. CONCESSIONS MANUFACTURER: FCI STANDARD ELECTRONICS 'S -2' 0 MODEL: 7100 -1D MTD. 0 72" TO TOP (TYPICAL) 1 V —B CSFM #. 7165- 1703:0105 16.9 "H X 14.5 "W X 3"D FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT ADDRESSABLE SMOKE DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS O2 ABOVE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6 ". THIS REQUIREMENT SHALL MANUFACTURER: FCI MOUNT 3' AWAY FROM ANY AIR MMUZ ® MODEL: ASD —PL2F / 821OLP (BASE) MOVEMENT SYSTEMS 5 OCCUPANCEY GROUP: MIXED USE SMOKE CSFM #: 7272 - 1703:0121 (� is ,% ° �(D° ACTUAL BLDG HT: 1 STORY BASE CSFM #: 7300- 1653:0109 RESTROOM / CONCESSION BLDG AND RATE OF RISE HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING FIRE ALARM SYSTEM MANUFACTURER: FCI 13,500 SF DRAWN: K.L. WINK ® MODEL- ATD —RL2F / B21OLP (BASE) ACTUAL BLDG AREA: 11 ALLOWABLE BLDG HT: 1 STORY HEAT CSFM # 7270- 1703:0115 BASE CSFM #: 7300 - 1653:0109 FLOOR 190' ATTIC HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING MANUFACTURER: FCI ACTUAL BLDG AREA: 3,587 SF MODEL: ATD —HL2F / B21OLP (BASE) 7 A® HEAT CSFM #: 7270 - 1703:0115 964 SF BASE CSFM #: 7300 - 1653:0109 13500 SF = 0.071 < 1 HORN /STROBE — WALL MOUNTED 4 SQUARE DEEP WITH 2 GANG RING " 15cd: 3 MANUFACTURER: SYSTEM SENSOR MOUNT 80 -96" A.F.F. TO TOP OF 30cd: 7 MODEL:* P2R DEVICE 75cd: 0 1. FRAP,MAP,VERY HIGH FIRE HAZARD SEVERITY CSFM #: 7125 - 1653 :0188 110cd: 1 STROBE — WALL MOUNTED 4 SQUARE DEEP WITH 2 GANG RING 15cd: 1 MANUFACTURER. SYSTEM SENSOR MOUNT 80 " -96" A.F.F. TO TOP OF 30cd: 0 S MODEL: SR DEVICE 75cd: 0 CSFM #: 7125 - 1653:0186 110cd: 0 OCCUPANCY GROUP 'B' HORN — WEATHER RESISTANT SA —WBB —R WEATHER PROOF �xp H MANUFACTURER: SYSTEM SENSOR BACKBOX 2 MODEL: HRK GROUP B OCCUPANCY. 9,000 SF GROUP S -1 OCCUPANCY: 9,000 SF CSFM #: 7135 - 1653:0189 OCCUPANCY 8 FLOOR AREA 1,911 SF OCCUPANCY S -1 FLR AREA WALL MOUNTED JUNCTION BOX PROVIDED BY OTHERS E EXISTING DEVICE TO REMAIN 15cd — REPRESENTS CANDELA INTENSITY S CX — REPRESENTS NAC CIRCUIT NUMBER OO L1 - REPRESENTS SLC NUMBER GENERAL NOTES I 1. THE DESIGN AND INSTALLATION OF THE FIRE ALARM SYSTEM SHALL COMPLY WITH THE CALIFORNIA BUILDING AND FIRE CODE, 2010 EDITIONS. 2. THE INSTALLATION OF THE FIRE ALARM WIRING AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, 2010 EDITION, AND NFPA 72, 2010 EDITION. 3. THE INSTALLING CONTRACTOR SHALL PROVIDE THE CITY OF ENCINITAS AND RESCUE DEPARTMENT WITH A "CERTIFICATE OF COMPLETION" IN ACCORDANCE WITH NFPA 72. 4. THE FIRE ALARM INSTALLER IN CHARGE OF EACH SPECIFIC PROJECT SHALL BE STATE CERTIFIED BY THE DIVISION OF APPRENTICESHIP STANDARDS AS A "FIRE /LIFE SAFETY TECHNICIAN" AND MUST FURNISH PROOF OF SUCH CERTIFICATION UPON REQUEST. 5. EXIT STAIRWAY ENCLOSURES SHALL NOT BE USED AS A MEANS FOR ACHIEVING SURVIVABILITY IN HIGH —RISE BUILDINGS, EXCEPT THAT CONDUIT, WIRING AND ELECTRICAL BOXES USED FOR NOTIFICATION APPLIANCES AND SPRINKLER MONITORING MAY ENTER THE ENCLOSURE FOR THAT PURPOSE ONLY, AND MUST PENETRATE THE ENCLOSURE FROM EACH RESPECTIVE FLOOR OR LEVEL 6. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD, UNLESS OTHERWISE PERMITTED BY 18.4.3.2 THROUGH 18.4.3.5, THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dBA ABOVE THE AVERAGE AMBIENT NOISE LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF 60 SECONDS WHICHEVER IS GREATER, MEASURED 5' ABOVE THE FLOOR IN THE OCCUPIABLE AREA, USING THE A— WEIGHTED SCALE (dBA). (NFPA 72, SEC. 18.4.3.1) 7. THE ALARM SYSTEM SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 HZ) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 HZ) THROUGH OUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE. (NFPA 72, SEC. 18.5.2.1) i 7700 PANEL ELEVATION DETAIL FIRE ALARM CONTROL PANEL FC7100 16.9 "H x 1 1/2" C. FOR 120VAC FINISHED FLOOR NOT TO SCALE NOTE: 1" MINIMUM DISTANCE BETWEEN FACP & DSM FIRE ALARM DEVICE ELEVATIONS BUILDING INFORMATION /CODE ANALYSIS FINISHED CEILING RESTROOM /CONCESSION BLDG: 6" MIN LIFEGUARD GARAGE: BLDG USAGE: B. CONCESSIONS 1O VISUAL DEVICES In OCCUPANCEY GROUP: 'S -2' 'S -1' STORAGE/ STROBE SPEAKER /STROBE W CONSTRUCTION TYPE: V —B RESTROOMS/ c FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT NON— SPRINKLERED GARAGE IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS O2 ABOVE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6 ". THIS REQUIREMENT SHALL NOT PRECLUDE CEILING MOUNTED OR RECESSED APPLIANCES (NFPA 72, 18.4.8.1). po _ MMUZ LPL U c ? � W ALLOWABLE BLDG HT: 2 STORY OCCUPANCEY GROUP: MIXED USE 1 00 0— fp 00 CV O ILI w V) '0 (� is ,% ° �(D° ACTUAL BLDG HT: 1 STORY CONSTRUCTION TYPE: V —B RESTROOM / CONCESSION BLDG AND GARAGE NON— SPRINKLERED FIRE ALARM SYSTEM ALLOWABLE BLDG AREA: 13,500 SF DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 ACTUAL BLDG AREA: 964 SF ALLOWABLE BLDG HT: 1 STORY ACTUAL BLDG HT: 1 STORY FLOOR AREA TO ALLOWABLE AREA: ACTUAL BLDG AREA: 3,587 SF ATTIC: 753 SF 964 SF TOTAL: 4,340 SF 13500 SF = 0.071 < 1 LOCATED IN LRA /SRA NO SOURCES: 1. FRAP,MAP,VERY HIGH FIRE HAZARD SEVERITY ZONES IN LRA, DATED JUNE 12, 2009. 2. FRAP,MAP,FIRE HAZARD SEVERIFY ZONES IN SRA, DATED NOVEMBER 7, 2007. OCCUPANCY GROUP 'B' OCCUPANCY GROUP 'S -1' ALLOWABLE BLDG AREA ALLOWABLE BLDG AREA GROUP B OCCUPANCY. 9,000 SF GROUP S -1 OCCUPANCY: 9,000 SF OCCUPANCY 8 FLOOR AREA 1,911 SF OCCUPANCY S -1 FLR AREA 1,918 SF RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: RATIO OF ACTUAL FLR AREA TO ALLOWABLE AREA: 1911 SF 1918 SF 9000 SF = 0.212 9000 SF = 0.213 SUM OF RATIOS: B = 0.212 S -1 = 0.213 TOTAL = 0.425 < 1 GENERAL NOTES I 1. THE DESIGN AND INSTALLATION OF THE FIRE ALARM SYSTEM SHALL COMPLY WITH THE CALIFORNIA BUILDING AND FIRE CODE, 2010 EDITIONS. 2. THE INSTALLATION OF THE FIRE ALARM WIRING AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, 2010 EDITION, AND NFPA 72, 2010 EDITION. 3. THE INSTALLING CONTRACTOR SHALL PROVIDE THE CITY OF ENCINITAS AND RESCUE DEPARTMENT WITH A "CERTIFICATE OF COMPLETION" IN ACCORDANCE WITH NFPA 72. 4. THE FIRE ALARM INSTALLER IN CHARGE OF EACH SPECIFIC PROJECT SHALL BE STATE CERTIFIED BY THE DIVISION OF APPRENTICESHIP STANDARDS AS A "FIRE /LIFE SAFETY TECHNICIAN" AND MUST FURNISH PROOF OF SUCH CERTIFICATION UPON REQUEST. 5. EXIT STAIRWAY ENCLOSURES SHALL NOT BE USED AS A MEANS FOR ACHIEVING SURVIVABILITY IN HIGH —RISE BUILDINGS, EXCEPT THAT CONDUIT, WIRING AND ELECTRICAL BOXES USED FOR NOTIFICATION APPLIANCES AND SPRINKLER MONITORING MAY ENTER THE ENCLOSURE FOR THAT PURPOSE ONLY, AND MUST PENETRATE THE ENCLOSURE FROM EACH RESPECTIVE FLOOR OR LEVEL 6. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD, UNLESS OTHERWISE PERMITTED BY 18.4.3.2 THROUGH 18.4.3.5, THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dBA ABOVE THE AVERAGE AMBIENT NOISE LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF 60 SECONDS WHICHEVER IS GREATER, MEASURED 5' ABOVE THE FLOOR IN THE OCCUPIABLE AREA, USING THE A— WEIGHTED SCALE (dBA). (NFPA 72, SEC. 18.4.3.1) 7. THE ALARM SYSTEM SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 HZ) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 HZ) THROUGH OUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE. (NFPA 72, SEC. 18.5.2.1) i 7700 PANEL ELEVATION DETAIL FIRE ALARM CONTROL PANEL FC7100 16.9 "H x 1 1/2" C. FOR 120VAC FINISHED FLOOR NOT TO SCALE NOTE: 1" MINIMUM DISTANCE BETWEEN FACP & DSM FIRE ALARM DEVICE ELEVATIONS BY FINISHED CEILING 6" MIN O2 AUDIBLE DEVICES 1O VISUAL DEVICES In U SPEAKER W STROBE SPEAKER /STROBE W 90" MIN 96" MAX 80" MIN c FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT O1 LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR (NFPA 72, 18.5.4.1). IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS O2 ABOVE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6 ". THIS REQUIREMENT SHALL NOT PRECLUDE CEILING MOUNTED OR RECESSED APPLIANCES (NFPA 72, 18.4.8.1). ATTIC HEAT DETECTOR MOUNTING DETAIL AREA S — DETECTOR SPACING • — SMOKE DETECTOR OR HEAT DETECTOR S — DETECTOR SPACING • — SMOKE DETECTOR OR HEAT DETECTOR 1. AREA WHICH HEAT AND SMOKE DETECTORS MUST BE PLACED PER NFPA 72E. HEAT AND SMOKE DETECTORS MUST BE PLACED WITHIN 3 FEET OF CENTER OF ROOF APEX. 2. IF BEAMS ARE LESS THAN 12 IN. IN DEPTH AND LESS THAN 8 FT ON CENTER, SPOT —TYPE DETECTORS SHALL BE PERMITTED TO BE INSTALLED ON THE BOTTOM OF BEAMS. 3. IF THE BEAMS EXCEED 18 IN. IN DEPTH AND ARE MORE THAN 8 FT ON CENTER, EACH BAY SHALL BE TREATED AS A SEPARATE AREA REQUIRING AT LEAST ONE SPOT —TYPE OR PROJECTED BEAM —TYPE DETECTOR. MOONLIGHT REVISIONS BY i U a W m W F_ c F— N N I � � zwU J��C Z�w� po _ MMUZ LPL U c ? � W G U a 'cI• O) .0 �1 1 00 0— fp 00 CV O ILI w V) '0 (� is ,% ° �(D° co v O y C J W V C O x0 O�1 V)d1i0 � pQ o pOo 0 0 0 RESTROOM / CONCESSION BLDG AND GARAGE SITEPLAN FIRE ALARM SYSTEM DATE: 9 -11 -12 SCALE: 1"=30'-O' DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 BIDSET REF. SHEET NO: A -0.02, E7 -1.1 SHEET N0. OF 3 SHEETS TO GARAGE SEE SITEPL/ CONTINUATII c E TO RESTROOM / CONCESSION BLDG. SEE SITEPLAN FOR CONTINUATION. GROUND FLOOR PLAN SCALE: 1/8" = 1' -0" NORTH pd GARAGE FLOOR PLAN �a SCALE: 1/8" = 1' -0" SHEET NOTES I O1 PROVIDE DEDICATED 120V POWER CIRCUIT, 20 AMP CIRCUIT BREAKER WITH RED "LOCK —OUT" DEVICE. O PROVIDE (2) TELEPHONE LINES FOR MONITORING. MOONLIGHT I REVISIONS BY i U Q W m W Q H c L N r N I � � �zw0 Oo() Z U c ? M W G U o �• mo i-I W : 1 � °j CLS 0 oi `° ;-4 :N �� m m I.{ V ; a .) ��co co 4 r-.q rnr, 0.�., C C O 0 01 - o a. o m rn a i,. b v RAA % O Ns o PG >0 0 0 0 RESTROOM / CONCESSION BLDG AND GARAGE LOCATION LAYOUT FIRE ALARM SYSTEM DATE: 9 -11 -12 SCALE: DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 BIDSET REF. SHEET NO: E1 -1.1 SHEET NO. 2 OF 3 SHEETS z � a U O 2 0 z ZZ ca C} }} K K K � (}j ] QNmN N} } g' 0: K 0 0 0 0 Nd 0 1 PLO 0 o a (- x +)( -X +) N 2 N C N 000 000 4 3 2 1 8.7 6 54 3 2 1 4 3 2 1 4 3 2 1 T61 T82 TB3 TPA NMI H#+fi H#fH Hf}H ��■- (�1 C 5 5 LL BSM O x`__/ 4 O O O ®�¢ OOO NEUTRAL GROUND 120 VAC, 60 Hz HOT I 0 SPEOMCARONS POWER SUPPLY SUPERVISORY CURRENT 0.335A MAX (24 VOC NOM VIAL) ALARM CURRENT 3.335A MAX (24 VDC NOMINAL) HORFlCATION APPLIANCE CIRCUITS (TB7) N. TWO SUPERVISED, REGULATED. POWER UM11ED GO rl z aas szer� mrn � I- 'd- M r RESTROOM / CONCESSION BLDG. 15cd� C1 1 3Ocd C a � EOL i 0.5 CAF ADDRESS ESS w 24 VDC AND 98 0.25A MAX. FROM EACH CIRCUIT/ 0.25A MAIL COMBINED EARTH GROUND CONNEC71ON (TB4) AC INPUT (7116) 120 VAC, 60 H; 2A NON -POWER UNITED BATTERY CONNEC71ON (787) SUPERVISED 24 VDC NOMINAL MAX BATTERY SIZE 31AH .,.n, ea, [e T c ARCING CURRENT TELEPHONE REQUIREMENTS (TB9) DC RINGER EQUIVALENCE NUMBER (REN)•0.58 AC RINGER EQUIVALENCE NUMBER -1.3 COMPLIES WITH FCC PART 8 LINE 2 RING OUT (TO PHONE) LINE 2 TIP OUT (TO PHONE) LINE 2 RING IN (FROM STREET) LINE 2 TIP IN (FROM STREET) RING OUT (TO PHONE) LINE 1 TIP OUT (TO PHONE) LINE 1 RING IN (FROM STREET) LINE 1 TIP IN (FROM STREET) B2WLP BASE FOR USE WITH FCI MODELS ASD -IL2F, ASD -PL2F, ATD -RL2F, ATD -HL2F & SYSTEM SENSOR MODEL 2151 T ELDED TWISTED PAIR N. -12 AWG MAX. FOR ALL E CKT LOOP WIRING E CKT LOOP( -) ( -)TO NEXT DEVICE ' SIGNAL LINE CKT LOOP( +) u SPECIFICATIONS: MOUNTING: 6.1 INCH DIAMETER (15.5 CM) 4 INCH SQUARE BOX WITH 3 -0 RING MIN. DEPTH 1.5 INCHES 4 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES 3.5 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES SINGLE GANG BOX, MIN. DEPTH 1.5 INCHES ELECTRICAL RATINGS (INCLUDING BASE dc SENSOR): STANDBYRC CURRENT (NOM.)- 3 300 VDC PEAK uA ® 24 VDC DETECTOR ALARM CURRENT AT MAX. RATED VOLTAGE- 6.5 MA RA -40OZ ALARM CURRENT (NOM.)- 7mA ® 24 VDC SHEET NOTES 1O FIRE ALARM CONTROL PANEL O PROVIDE DEDICATED 120V POWER CIRCUIT, 20 AMP CIRCUIT BREAKER WITH RED "LOCK -OUT" DEVICE. OQ PROVIDE (2) TELEPHONE LINES FOR MONITORING. 11OW C2 -EOL A - I B A I LGAR�CAE ( +)TO NEXT DEVICE I HORNS, HORN /STROBES AND STROBES BASE DETAIL FROM PRODMNB N07NG71ON 70 M OR E APPUJINCE CONiR01.OPAIRO- tARM - - , - - - I I - SIB + NORM. ""/SUM OR STROBE WRING DEIAL BATTERY CAPACITY CALCULATION FIRE ALARM CONTROL PANEL - FCI 7100 -1 D JOB: MOONLIGHTSTATE BEACH IMPROVEMENTS DATE 9 -12 -12 ,n M) 1,1411W APPLIANCE WITH OPERATING VOLTAGE RANGE 17 -26 VDC WALL USE UL LISTED END OF LINE RESISTOR EOL-N STANDBY (47K), P/N 47DD -0512 0 TROUBLE DRY CONTACTS (T82) FORM I ---� -1 RATED•FOR 2 AMPS O 30 VDC UNIT ALARM DRY CONTACTS (T82) 0 0 FORM 'C' DESCRIPTION RATE) FOR 2 AMPS O 30 VOC 4 3 2 1 TRANSFER RELAY CONTROL (TB2) CURRENT TRANSMITS LOSS OR BROWN OUT OF AC POWER TB5 TO POWER i LIMITEDY CHARGER (AMPS) UNSUPERVISED (AMPS) saRwFlc LINE aRaln (n3) (B) WIRE GAUGE ONE OR TWO CLASS 'B', STYLE 4 CIRCUITS GO rl z aas szer� mrn � I- 'd- M r RESTROOM / CONCESSION BLDG. 15cd� C1 1 3Ocd C a � EOL i 0.5 CAF ADDRESS ESS w 24 VDC AND 98 0.25A MAX. FROM EACH CIRCUIT/ 0.25A MAIL COMBINED EARTH GROUND CONNEC71ON (TB4) AC INPUT (7116) 120 VAC, 60 H; 2A NON -POWER UNITED BATTERY CONNEC71ON (787) SUPERVISED 24 VDC NOMINAL MAX BATTERY SIZE 31AH .,.n, ea, [e T c ARCING CURRENT TELEPHONE REQUIREMENTS (TB9) DC RINGER EQUIVALENCE NUMBER (REN)•0.58 AC RINGER EQUIVALENCE NUMBER -1.3 COMPLIES WITH FCC PART 8 LINE 2 RING OUT (TO PHONE) LINE 2 TIP OUT (TO PHONE) LINE 2 RING IN (FROM STREET) LINE 2 TIP IN (FROM STREET) RING OUT (TO PHONE) LINE 1 TIP OUT (TO PHONE) LINE 1 RING IN (FROM STREET) LINE 1 TIP IN (FROM STREET) B2WLP BASE FOR USE WITH FCI MODELS ASD -IL2F, ASD -PL2F, ATD -RL2F, ATD -HL2F & SYSTEM SENSOR MODEL 2151 T ELDED TWISTED PAIR N. -12 AWG MAX. FOR ALL E CKT LOOP WIRING E CKT LOOP( -) ( -)TO NEXT DEVICE ' SIGNAL LINE CKT LOOP( +) u SPECIFICATIONS: MOUNTING: 6.1 INCH DIAMETER (15.5 CM) 4 INCH SQUARE BOX WITH 3 -0 RING MIN. DEPTH 1.5 INCHES 4 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES 3.5 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES SINGLE GANG BOX, MIN. DEPTH 1.5 INCHES ELECTRICAL RATINGS (INCLUDING BASE dc SENSOR): STANDBYRC CURRENT (NOM.)- 3 300 VDC PEAK uA ® 24 VDC DETECTOR ALARM CURRENT AT MAX. RATED VOLTAGE- 6.5 MA RA -40OZ ALARM CURRENT (NOM.)- 7mA ® 24 VDC SHEET NOTES 1O FIRE ALARM CONTROL PANEL O PROVIDE DEDICATED 120V POWER CIRCUIT, 20 AMP CIRCUIT BREAKER WITH RED "LOCK -OUT" DEVICE. OQ PROVIDE (2) TELEPHONE LINES FOR MONITORING. 11OW C2 -EOL A - I B A I LGAR�CAE ( +)TO NEXT DEVICE I HORNS, HORN /STROBES AND STROBES BASE DETAIL FROM PRODMNB N07NG71ON 70 M OR E APPUJINCE CONiR01.OPAIRO- tARM - - , - - - I I - SIB + NORM. ""/SUM OR STROBE WRING DEIAL BATTERY CAPACITY CALCULATION FIRE ALARM CONTROL PANEL - FCI 7100 -1 D JOB: MOONLIGHTSTATE BEACH IMPROVEMENTS DATE 9 -12 -12 BATTERY CALCULATIONS ASSUMPTIONS: A) REQ'D BATTERY BACKUP- STANDBY B) REQ'D BATTERY BACKUP -ALARM C) ALLOWABLE ERROR D) TOTAL STANDBY BACKUP (AMP /HOURS) E) TOTAL ALARM BACKUP F) ALLOWABLE ERROR (C X (D +E)) TOTAL AMP/HR REQ'D (D +E +F) BATTERY AMP HOUR RATING: 7 AMP /H OU R QUANTITY OF BATTERIES: 2 VOLTAGE: 12 VOLTS BATTERY CHARGER CAPACITY:31AH BATTERY TYPE: SEALED LEAD -ACID WIRING CONFIGURATION FOR BATTERY: SERIES 0.082 1.514 24 HRS 5 MIN ( 0.08333 HOURS) 20% 1.97 0.13 0.42 2.51 AMP /HRS VOLTAGE LINE LOSS CALCULATIONS WALL STANDBY STANDBY ALARM ALARM SE12 -0901 UNIT TOTAL UNIT TOTAL QTY MODELlt DESCRIPTION CURRENT CURRENT CURRENT CURRENT EXT. HORN 0.058 (A)AMPS HORN) STROBE 0.097 (AMPS) (AMPS) (AMPS) (AMPS) (B) WIRE GAUGE 7100 -1D FI RE ALARM CONTROL PANEL W/ BSM-1 D - ---- - ---- 21.6 15cd HORN/STROBE (P2R) 0.069 (D) CIRCULAR MILLS SENSOR INITIATING DEVICE 0.075 0.075 0.095 0.095 5 ASD -PL2F PHOTOELECTRIC SMOKE DETECTOR (PER CIRCUIT) 15cd STROBE (SR) n nPIR 11 ATD -RL2F HEATDETECTOR 0.0003 0.0015 0.0065 0.033 7 ATD -HL2F ATTIC HEAT DETECTOR 0.0003 0.003 0.0065 0.072 SIGNALING DEVICE 0.0003 0.0021 0.0065 0.046 2 HRK EXTERIOR HORN 3 P2R 15cd HORN /STROBE 0.000 0.000 .05 0.05 0 8 0.116 7 P2R 30cd HORN /STROBE 0.000 0.000 0.207 1 P2R 110cd HORNlSTROBE 0.000 0.000 0.097 0.679 1 SR 15cd STROBE 0.000 0.000 0.201 0201 0.000 0.000 0.066 0.066 TOTAL - - - -- - - --- BATTERY CALCULATIONS ASSUMPTIONS: A) REQ'D BATTERY BACKUP- STANDBY B) REQ'D BATTERY BACKUP -ALARM C) ALLOWABLE ERROR D) TOTAL STANDBY BACKUP (AMP /HOURS) E) TOTAL ALARM BACKUP F) ALLOWABLE ERROR (C X (D +E)) TOTAL AMP/HR REQ'D (D +E +F) BATTERY AMP HOUR RATING: 7 AMP /H OU R QUANTITY OF BATTERIES: 2 VOLTAGE: 12 VOLTS BATTERY CHARGER CAPACITY:31AH BATTERY TYPE: SEALED LEAD -ACID WIRING CONFIGURATION FOR BATTERY: SERIES 0.082 1.514 24 HRS 5 MIN ( 0.08333 HOURS) 20% 1.97 0.13 0.42 2.51 AMP /HRS DR. DW BID' SHE MOONLIGHT REVISIONS I BY (_1 V Q m w W W Q r� v/ V �R Z O 0 •E"I Co 0 �( U V1 W qq N N w� IL co VJ U? W Z e7 W 0 � o��n NATO OD C 00) X00)) W � Q) UR000))q: v) N •�J AC M t 0, O. Ii0 TE: CALCS, RISER DIAGRAM AND POINT TO POINT FIRE ALARM SYSTEM 1LE: VOLTAGE LINE LOSS CALCULATIONS WALL JOB: MOONLIGHTSTATE BEACH IMPROVEMENTS WALL WALL DATE:9 -12 -12 SE12 -0901 VOLTAGE LINE LOSS FORMULA: 15cd 30cd (A) X (F) X (C) /(D) /(E) _ > LINE LOSS ET NO: E1 -1.1 OTHER DATA EXT. HORN 0.058 (A)AMPS HORN) STROBE 0.097 HORN/ STROBE 0.201 15cd STROBE 0.066 TOTAL AMPS LINE WIRE FOOTAGE (B) WIRE GAUGE 14 EXTERIOR HORN (HRK) 0.050 (C) WIRE RESISTANCE 21.6 15cd HORN/STROBE (P2R) 0.069 (D) CIRCULAR MILLS 4110 30cd HORN/STROBE (P2R) 0.097 (E) VOLTS 2 11 Ocd HORN/STROBE (P2R) 0.201 IR (F) LINE WIRE E FOOTAGE (PER CIRCUIT) 15cd STROBE (SR) n nPIR DR. DW BID' SHE MOONLIGHT REVISIONS I BY (_1 V Q m w W W Q r� v/ V �R Z O 0 •E"I Co 0 �( U V1 W qq N N w� IL co VJ U? W Z e7 W 0 � o��n NATO OD C 00) X00)) W � Q) UR000))q: v) N •�J AC M t 0, O. Ii0 TE: CALCS, RISER DIAGRAM AND POINT TO POINT FIRE ALARM SYSTEM 1LE: 9 -11 -12 NO SCALE WALL WALL WALL WALL NO. SE12 -0901 ' 15cd 30cd 110cd ET NO: E1 -1.1 FIRE ALARM CONTROL PANEL (BLDG) EXT. HORN 0.058 HORN/ STROBE 0.069 HORN) STROBE 0.097 HORN/ STROBE 0.201 15cd STROBE 0.066 TOTAL AMPS LINE WIRE FOOTAGE VOLTAGE LOSS % LINE LOSS CIRCUIT -HORNS 8 STROBES CIRCUIT2 -HORNS S STROBES 2 0 - 3 0 - 7 0 0 1 1 0 1.068 1.068 0.201 330 450 - 1.85 0.48 - 9.00% 2.33% TOTAL 2 3 7 1 - 1 - 1.269 DR. DW BID' SHE MOONLIGHT REVISIONS I BY (_1 V Q m w W W Q r� v/ V �R Z O 0 •E"I Co 0 �( U V1 W qq N N w� IL co VJ U? W Z e7 W 0 � o��n NATO OD C 00) X00)) W � Q) UR000))q: v) N •�J AC M t 0, O. Ii0 TE: CALCS, RISER DIAGRAM AND POINT TO POINT FIRE ALARM SYSTEM 1LE: 9 -11 -12 NO SCALE 1WN: K.L. WINK NO. SE12 -0901 ID: 1508 ;ET REF. ET NO: E1 -1.1 SHEET N0. OF 3 SHEETS d A p w o 41e G / `'c,� J , 1 1/2 "C. MINIMUM. (FIELD VERIFY) / I // I NEW l GARAGE EXISTING 1 LIFEGUARD STATKXJ V \ \ i ,1 \ I 5 NORTH 0 0 0 0 � a D SITE PLAN SCALE: 1" = 30' -0" SCALE: 1" = 30' -0" GENERAL NOTES 1. THE DESIGN AND INSTALLATION OF THE FIRE ALARM SYSTEM SHALL COMPLY WITH THE CALIFORNIA BUILDING AND FIRE CODE, 2010 EDITIONS. 2. THE INSTALLATION OF THE FIRE ALARM WIRING AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, 2010 EDITION, AND NFPA 72, 2010 EDITION. 3. THE INSTALLING CONTRACTOR SHALL PROVIDE THE CITY OF ENCINITAS AND RESCUE DEPARTMENT WITH A "CERTIFICATE OF COMPLETION" IN ACCORDANCE WITH NFPA 72. 4. THE FIRE ALARM INSTALLER IN CHARGE OF EACH SPECIFIC PROJECT SHALL BE STATE CERTIFIED BY THE DIVISION OF APPRENTICESHIP STANDARDS AS A "FIRE /LIFE SAFETY TECHNICIAN" AND MUST FURNISH PROOF OF SUCH CERTIFICATION UPON REQUEST. 5. EXIT STAIRWAY ENCLOSURES SHALL NOT BE USED AS A MEANS FOR ACHIEVING SURVIVABILITY IN HIGH -RISE BUILDINGS, EXCEPT THAT CONDUIT, WIRING AND ELECTRICAL BOXES USED FOR NOTIFICATION APPLIANCES AND SPRINKLER MONITORING MAY ENTER THE ENCLOSURE FOR THAT PURPOSE ONLY, AND MUST PENETRATE THE ENCLOSURE FROM EACH RESPECTIVE FLOOR OR LEVEL. 6. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD, UNLESS OTHERWISE PERMITTED BY 18.4.3.2 THROUGH 18.4.3.5, THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dBA ABOVE THE AVERAGE AMBIENT NOISE LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF 60 SECONDS WHICHEVER IS GREATER, MEASURED 5' ABOVE THE FLOOR IN THE OCCUPIABLE AREA, USING THE A- WEIGHTED SCALE (dBA). (NFPA 72, SEC. 18.4.3.1) 7. THE ALARM SYSTEM SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 HZ) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 HZ) THROUGH OUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE. (NFPA 72, SEC. 18.5.2.1) SCOPE OF WORK 1. THIS IS A FULLY AUTOMATICALLY ACTIVATED FIRE ALARM SYSTEM. 2. FURNISH AND INSTALL A COMPLETE 24 VDC, CLOSED CIRCUIT, MICROPROCESSOR BASED, ELECTRICALLY SUPERVISED, ANNUNCIATED FIRE ALARM SYSTEM AS SPECIFIED HERE ON THESE PLANS. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL CONTROL PANELS, POWER SUPPLIES, SIGNAL INITIATING DEVICES, AUDIBLE AND VISUAL ALARM DEVICES, WIRE, AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. THE SYSTEM SHALL BE WIRED AS A (CLASS B) SYSTEM FOR ALL CIRCUITS. CONDUIT LEGEND SMOKE DETECTORS CONDUIT CONCEALED IN WALL OR CEILING SPACE, U.O.N. • - — — — - CONDUIT CONCEALED UNDER FLOOR OF SLAB OR UNDERGROUND, U.O.N. - • • • • • C lil. 1 SMOKE DETECTORS • • QUANTITY LIFEGUARD GARAGE: 01010 SPECIAL BACKBOX SUPPLIED BY -1 1 2 HEAT DETECTORS • • MTD. 0 72" TO TOP (TYPICAL) 90" • 10 • FINISHED FLOOR NOT TO SCALE 2 3 FIRE ALARM AC POWER FAILURE IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ALLOWABLE BLDG HT: • • ® MODEL: ASD -PL2F / B21OLP (BASE) • 3 4 FIRE ALARM SYSTEM LOW BATTERY NON - SPRINKLERED • • ACTUAL BLDG AREA: • 4 5 OPEN CIRCUIT MANUFACTURER: FCI ACTUAL BLDG HT: 1 STORY • • MODEL: ATD -RL2F / B21OLP (BASE) 11 • 5 6 GROUND CIRCUIT BASE CSFM # 7300- 1653:0109 - • • 964 SF 190' ATTIC HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING • 6 7 NOTIFICATION APPUANCE CIRCUIT SHORT • • 3 A® HEAT CSFM 7270- 1703:0115 • 7 WIRE LEGEND ® 1 #D162F FPL 1 PAIR 16 AWG SOLID 1 RED / 1 BLK (ADL) - INTERIOR SLC © 2 #14 AWG SOLID THHN/THWN -2 1 PNK / 1 PRP (CED) - NAC CKT HORNS /STROBES © 1 #12 -162 FPL /PLTC 1 PAIR 16 AWG STRANDED 1 RED / 1 BLK (ADL) - EXTERIOR SLC FIRE ALARM DEVICE LEGEND SYMBOL DESCRIPTION MOUNTING/BACKBOX /RING QUANTITY LIFEGUARD GARAGE: ANALOG FIRE ALARM CONTROL PANEL SPECIAL BACKBOX SUPPLIED BY -1 OCCUPANCEY GROUP: MANUFACTURER: FCI STANDARD ELECTRONICS 1 0 MODEL: 7100 -11) MTD. 0 72" TO TOP (TYPICAL) 90" MIN CSFM # 7165 - 1703:0105 16.9 "H X 14.5 "W X 3 "D FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT ADDRESSABLE SMOKE DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ALLOWABLE BLDG HT: MANUFACTURER: FCI MOUNT 3' AWAY FROM ANY AIR ® MODEL: ASD -PL2F / B21OLP (BASE) MOVEMENT SYSTEMS 5 SMOKE CSFM f 7272- 1703:0121 NON - SPRINKLERED ALLOWABLE BLDG AREA: BASE CSFM #: 7300 - 1653 :0109 ACTUAL BLDG AREA: RATE OF RISE HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING MANUFACTURER: FCI ACTUAL BLDG HT: 1 STORY ® MODEL: ATD -RL2F / B21OLP (BASE) 11 AREA TO ALLOWABLE AREA: HEAT CSFM # 7270- 1703:0115 ACTUAL BLDG AREA: 3,587 SF BASE CSFM # 7300- 1653:0109 - ATTIC: 753 SF 964 SF 190' ATTIC HEAT DETECTOR 4 SQUARE DEEP BOX WITH 3 -0 RING SF = 0.071 < 1 MANUFACTURER: FCI LOCATED IN LRA /SRA NO MODEL: ATD -HL2F / B21OLP (BASE) SOURCES: 3 A® HEAT CSFM 7270- 1703:0115 1. FRAP,MAP,VERY HIGH FIRE HAZARD SEVERITY BASE CSFM # 7300- 1653:0109 ZONES IN LRA, DATED JUNE 12, 2009. HORN /STROBE - WALL MOUNTED 4 SQUARE DEEP WITH 2 GANG RING " 15cd: 3 MANUFACTURER: SYSTEM SENSOR MOUNT 80 -96" A.F.F. TO TOP OF 30cd: 7 MODEL: P2R DEVICE 75cd: 0 CSFM #: 7125- 1653:0188 ALLOWABLE BLDG AREA 110cd: 1 STROBE - WALL MOUNTED 4 SQUARE DEEP WITH 2 GANG RING 15cd: 1 MANUFACTURER: SYSTEM SENSOR MOUNT 80 " -96" A.F.F. TO TOP OF 30cd: 0 S MODEL: SR DEVICE 75cd: 0 CSFM 111: 7125 - 1653:0186 1918 SF 110cd: 0 HORN - WEATHER RESISTANT SA -WBB -R WEATHER PROOF ,�,WP U MANUFACTURER: SYSTEM SENSOR BACKBOX 2 MODEL: HRK CSFM f 7135- 1653:0189 0 WALL MOUNTED JUNCTION BOX 1 PROVIDED BY OTHERS E EXISTING DEVICE TO REMAIN 15cd - REPRESENTS CANDELA INTENSITY S CX - REPRESENTS NAC CIRCUIT NUMBER ® Lt - REPRESENTS SLC NUMBER 7100 PANEL ELEVATION DETAIL FIRE ALARM CONTROL PANEL FC7100 x 3 "D NOTE: 1" MINIMUM DISTANCE BETWEEN FACP & DSM FIRE ALARM DEVICE ELEVATIONS BUILDING INFORMATION /CODE ANALYSIS FINISHED CEILING RESTROOM /CONCESSION BLDG: 6" LIFEGUARD GARAGE: O2 AUDIBLE DEVICES BLDG USAGE: 'B' CONCESSIONS -1 OCCUPANCEY GROUP: 'S -2' 'S -1' STORAGE/ SPEAKER CONSTRUCTION TYPE: V -B RESTROOMS/ 90" MIN NON - SPRINKLERED GARAGE FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT O1 LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR (NFPA 72, 18.5.4.1). IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ALLOWABLE BLDG HT: 2 STORY OCCUPANCEY GROUP: MIXED USE ACTUAL BLDG HT: 1 STORY CONSTRUCTION TYPE: V -B NON - SPRINKLERED ALLOWABLE BLDG AREA: 13,500 SF ACTUAL BLDG AREA: 964 SF ALLOWABLE BLDG HT: 1 STORY ACTUAL BLDG HT: 1 STORY RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: ACTUAL BLDG AREA: 3,587 SF ATTIC: 753 SF 964 SF TOTAL:- 4,340 4,340 SF SF = 0.071 < 1 LOCATED IN LRA /SRA NO SOURCES: 1. FRAP,MAP,VERY HIGH FIRE HAZARD SEVERITY ZONES IN LRA, DATED JUNE 12, 2009. 2. FRAP,MAP,FIRE HAZARD SEVERIFY ZONES IN SRA, DATED NOVEMBER 7, 2007. OCCUPANCY GROUP 'B' OCCUPANCY GROUP 'S -1' ALLOWABLE BLDG AREA ALLOWABLE BLDG AREA GROUP B OCCUPANCY: 9,000 SF GROUP S -1 OCCUPANCY. 9,000 SF OCCUPANCY B FLOOR AREA 1,911 SF OCCUPANCY S -1 FLR AREA 1,918 SF RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA: RATIO OF ACTUAL FLR AREA TO ALLOWABLE AREA: 1911 SF 1918 SF 9000 SF = 0.212 9000 SF = 0.213 SUM OF RATIOS: B = 0.212 S -1 = 0.213 TOTAL = 0.425 < 1 7100 PANEL ELEVATION DETAIL FIRE ALARM CONTROL PANEL FC7100 x 3 "D NOTE: 1" MINIMUM DISTANCE BETWEEN FACP & DSM FIRE ALARM DEVICE ELEVATIONS FINISHED CEILING 9 -11 -12 6" MIN O2 AUDIBLE DEVICES -1 K.L. WINK 1� VISUAL DEVICES FS SPEAKER SE12 -0901 STROBE SPEAKER /STROBE 90" MIN 96" MAX 80" MIN SHEET NO: FINISHED FLOOR NOT TO SCALE WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT O1 LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR (NFPA 72, 18.5.4.1). IF CEILING HEIGHTS ALLOW, WALL- MOUNTED APPLIANCES SHALL HAVE THEIR TOPS O2 ABOVE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6'. THIS REQUIREMENT SHALL NOT PRECLUDE CEILING MOUNTED OR RECESSED APPLIANCES (NFPA 72, 18.4.8.1). AREA S — DETECTOR SPACING • — SMOKE DETECTOR OR HEAT DETECTOR 2 S — DETECTOR SPACING • — SMOKE DETECTOR OR HEAT DETECTOR 1. AREA WHICH HEAT AND SMOKE DETECTORS MUST BE PLACED PER NFPA 72E. HEAT AND SMOKE DETECTORS MUST BE PLACED WITHIN 3 FEET OF CENTER OF ROOF APEX. 2. IF BEAMS ARE LESS THAN 12 IN. IN DEPTH AND LESS THAN 8 FT ON CENTER, SPOT —TYPE DETECTORS SHALL BE PERMITTED TO BE INSTALLED ON THE BOTTOM OF BEAMS. 3. IF THE BEAMS EXCEED 18 IN. IN DEPTH AND ARE MORE THAN 8 FT ON CENTER, EACH BAY SHALL BE TREATED AS A SEPARATE AREA REQUIRING AT LEAST ONE SPOT —TYPE OR PROJECTED BEAM —TYPE DETECTOR. AS -BUILT 5 -29 -13 JL MOONLIGHT REVISIONS i/ W 1_ Q 1r—n V • • U CO 0 �U CtS � w m N O �U w VJ r UV � W Ln 100 Ir NW)f0 000 L) 0) G7 •' v U C O uC) a, v) cL v 0 RESTROOM / CONCESSION BLDG AND GARAGE SITEPLAN FIRE ALARM SYSTEM DATE: 9 -11 -12 SCALE: 1"=30'—O' DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 BIDSET REF. A -0.02, E1 -1.1 SHEET NO: SHEET NO. 1 OF 3 SHEETS TO GARAGI SEE SITEPI CONTINUAT a2> GROUND FLOOR PLAN NORTH �j SCALE: 1/8 pp = 1' -0" E TO RESTROOM / CONCESSION BLDG. SEE SITEPLAN FOR CONTINUATION. NORTH pa GARAGE FLOOR PLAN ` \O SCALE: 1/8" = 1' -0" SHEET NOTES I Q PROVIDE DEDICATED 120V POWER CIRCUIT, 20 AMP CIRCUIT BREAKER WITH RED °LOCK -OUT" DEVICE. Q PROVIDE (2) TELEPHONE UNES FOR MONITORING. AS -BUILT 5 -29 -13 JL MOONLIGHT REVISIONS BY i U Q W m W Q m 41 L N I- N �zwU ww Z W P < 0 >CO '_ �" 0 0 ? M W G U o 0) to �{ 0 OOn w on, aDO �•Y IL,1 N C—) V; ° U "cd � O w C J � W t c 0 k M O L rn (n a i � 0 163 RESTROOM / CONCESSION BLDG AND GARAGE LOCATION LAYOUT FIRE ALARM SYSTEM DATE: 9 -11 -12 SCALE: DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 BIDSET REF. E1 -1.1 SHEET NO: SHEET NO. 2 OF 3 SHEETS I TIRE ALARM CONIRCI- PANEL - 7100 BATTERY ( +) BATTERY ( -) mn ma �J vw z v! 7 Z 0 z 2 i ! ZZp pzp $ Zpa $ U O D U (3 U a 2-2 in m m a rn mN m U, rn � ro a Z 2 <NION O RrO y�d V t%O m0 w F5* log W ZNCN LRESTF!20M / CONCkWON BLDG. RIBER 1�7 WP Cl 30cd ci 30w Cl Saw C7 -EOL I SPECIFICATIONS POWER SUPPLY SUPERVISORY CURRENT 0.W5A MAX (24 VDC NOMINAL) ALARM CURRENT 1335A MAX (24 WC NOMINAL) NOTIFICATION APPLIANCE CIRCUITS (TBI) TWO SUPERVISED, REGULATED, POWER LIMITED OUTPUTS (NON -CODED) MAX. "ON LOAD 1.5 ARID PER CRCWT FOR USE WITH ANY LISTED APPLIANCE WITH OPERATING VOLTAGE RANGE 17 -26 VOC USE UL LISTED END OF LINE RESISTOR Ed. -N (47K), P/N 4700 -0512 TROUBLE DRY CONTACTS (TB2) FORM 'C' RATED FOR 2 AMPS • 30 VDC ALARM DRY CONTACTS (702) FORM "C' RATED FOR 2 AMPS O 30 WC TRANSFER RELAY CONTROL (752) TRANSMITS LOSS OR BROWN OUT OF AC POWER TO DRBC -1 BATTERY CHARGER POWER UMITED UNSUPERVISED SIGNALING LINE CIRCUITS (TB3) ONE OR TWO CLASS W, STYLE 4 CIRCUITS 24 VDC NOMINAL POWER LIMITED AND SUPERVISED 40 OHMS MAX. LINE RESISTANCE 0.5 OF MAX. CAPACITANCE CAPACITY OF 99 ANALOG SENSORS AND 98 ADDRESSABLE DEVICES PER CIRCUIT 24 VDC O(TERNAL POWER (T84) RESETTABLE AND NON- RESETIABLE UNREGULATED UNSUPERVISED 0.25A MAX. FROM EACH CIRCUIT/ 0.25A MAX. COMBINED EARTH GROUND CONNECTION (754) AC INPUT 7K) 120 AC, BO Hz, 2A NON -POWER LIMITED BATTERY CONNECTION (TB7) SUPERVISED 24 wC NOMINAL MAX. BATTERY SIZE 31AH NON -POWER LIMITED O.BA MAX. BATTERY CHARGING CURRENT TE(EPHONE REQU RE89 NTS (MO) DC RINGER EQUIVALENCE NUMBER (REN)•0.58 AC RINGER EQUIVALENCE NUMBER -1.3 COMPLIES WITH FCC PART 8 LINE 2 RING OUT (TO PHONE) LINE 2 TIP OUT (TO PHONE) LINE 2 RING IN (FROM STREET) UNE 2 TIP IN (FROM STREET) RING OUT (TO PHONE) LINE 1 TIP OUT (TO PHONE) LINE 1 RING IN (FROM STREET) LINE 1 TIP IN (FROM STREET) u B210LP BABE FOR USE WITH FCI MODELS ASD -IL2F, ASD -PL2F, ATD -RL2F, ATD -HL2F & SYSTEM SENSOR MODEL 2151 18 AWG MIN. -12 AWG MAX. FOR ALL SIGNAL LINE CKT LOOP WIRING SIGNAL LINE CKT LOOP( -) �- m SIGNAL LINE CKT LOOP( +) SPECIFICATIONS: - -- MOUNTING: 6.1 INCH DIAMETER (15.5 CM) 4 INCH SQUARE BOX WITH 3-0 RING MIN. DEPTH 1.5 INCHES 4 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES 3.5 INCH OCTAGONAL BOX, MIN. DEPTH 1.5 INCHES SINGLE GANG BOX, MIN. DEPTH 1.5 INCHES ELECTRICAL RATINGS (INCLUDING BASE & SENSOR): VOLTAGE RANGE- 15.0 TO 32 VDC PEAK STANDBY CURRENT (NOM.)- 300 uA ® 24 VDC DETECTOR ALARM CURRENT AT MAX. RATED VOLTAGE- 6.5 MA RA -40OZ ALARM CURRENT (NOM.)- 7mA ® 24 VDC SHEET NOTES 1� FIRE ALARM CONTROL PANEL O PROVIDE DEDICATED 120V POWER CIRCUIT, 20 AMP CIRCUIT BREAKER WITH RED "LOCK -OUT" DEVICE. Q PROVIDE (2) TELEPHONE LINES FOR MONITORING, ne L RAtiIE J -)TO NEXT DEVICE )TO NEXT DEVICE . - -._ - - IFICAIRIN m MIT E A(FWJ" - --1 -OR I I SIB + NORM, MORN/SMOBE OR STROBE "M DETAIL I BATTERY CAPACITY CALCULATION - FACP 7100 -1D BATTERY CAPACITY CALCULATION FIRE ALARM CONTROL PANEL - FCI 7100 -1 D JOB: MOONLIGHT STATE BEACH IMPROVEMENTS DATE 9 -12 -12 QTY MODEL# DESCRIPTION 1 7100 -1 D FIRE ALARM CONTROL PANEL W1 BSM -1 D UNIT TOTAL SENSOR INITIATING DEVICE 5 ASD -PL2F PHOTOELECTRIC SMOKE DETECTOR 11 ATD -RL2F HEATDETECTOR 3 ATD -HL2F ATTIC HEAT DETECTOR 0.095 0.095 SIGNALING DEVICE 2 HRK EXTERIOR HORN 3 P2R 15cd HORN /STROBE 7 P2R 30cd HORN /STROBE 1 P2R 1 10c HORNISTROBE 1 SR 15cd STROBE 0.000 0.000 TOTAL BATTERY CALCULATIONS STANDBY STANDBY ALARM ALARM UNIT TOTAL UNIT TOTAL CURRENT CURRENT CURRENT CURRENT (AMPS) (AMPS) (AMPS) (AMPS) 0.075 0.075 0.095 0.095 0.0003 0.0015 0.0065 0.033 0.0003 0.003 0.0065 0.072 0.0003 0.0009 0.0065 0.020 0.000 0.000 0.058 0.116 0.000 0.000 0.069 0.207 0.000 0.000 0.097 0.679 0.000 0.000 0.201 0.201 0.000 0.000 0.066 0.066 0.081 1.488 ASSUMPTIONS: A) REQ'D BATTERY BACKUP- STANDBY 24 HRS B) REQ'D BATTERY BACKUP -ALARM 5 MIN ( 0.08333 HOURS) C) ALLOWABLE ERROR 20 %" D) TOTAL STANDBY BACKUP (AMP/HOURS) 1.94 E) TOTAL ALARM BACKU P 0.12 F) ALLOWABLE ERROR (C X (D +E)) 0.41 TOTAL AMP /HR REQ'D (D +E +F) 2.47 AMPAHRS BATTERY AMP HOUR RATING: 7 AMP /HOUR 0.069 QUANTITY OF BATTERIES: 2 20.4 VOLTAGE: 12 VOLTS 0.097 BATTERY CHARGER CAPACITY: 31AH (PER CIRCUIT) BATTERY TYPE: SEALED LEAD -ACID 0.201 WIRING CONFIGURATION FOR BATTERY: SERIES LINE LINE LOBS CALCULATIONS VOLTAGE LINE LOSS CALCULATIONS JOB: MOONLIGHTSTATE BEACH IMPROVEMENTS DATE:9 -12 -12 VOLTAGE LINE LOSS FORMULA: (A) X (F) X (C) / (D)/ (E) _ % LINE LOSS OTHER DATA WALL (A)AMPS WALL (B) WIRE GAUGE 14 DWG NO. (C) WIRE RESISTANCE 21.6 EXTERIOR HORN (HRK) 0.058 (D) CIRCULAR MILLS 4110 15cd HORN(1SIROBE (P2R) 0.069 (E) VOLTS (DC) 20.4 30cd HORN/STROBE (P2R) 0.097 (F) LINE WIRE FOOTAGE (PER CIRCUIT) 11 Ocd HORNISTROBE (P2R) 0.201 LINE 15cd STROBE (SR) 0.066 HORN AS -BUILT 5 -29 -13 JL IMOONLIGHT I REVISIONS I BY T I U Q W m W F_ Q F_ F_ O cy y V Z W P < 0 >cf)~ 0 (t co m U I-1 �.0 �+ U co Q) rI V) W 0 rnLo o �a 00 Io DD m 0: co U)0OC� D c� ^rn rnLo, V) 4 V W d J V C O ii OM u) (L 0 1 tlT.vj 41 r- . D -• a � - tilmlmk� SCALE: WALL WALL WALL WALL K.L. WINK DWG NO. SE12 -0901 15cd 30cd 110Cd 1508 BIDSET REF. E1 -1.1 SHEET NO: EXT HORN/ HORN HORN) 15cd LINE % HORN STROBE STROBE STROBE STROBE TOTAL WIRE VOLTAGE LINE FIRE ALARM CONTROL PANEL (BLDG) 0.058 0.069 0.097 0.201 0.066 AMPS FOOTAGE LOSS LOSS CIRCUIT - HORNS 8 STROBES 2 3 7 0 1 1.066 330 1.85 9.08% CIRCUIT2- HORNS 8STROBES 0 0 0 1 0 0.201 450 0.48 2.33% TOTAL 2 3 7 1 ^1 1.269 AS -BUILT 5 -29 -13 JL IMOONLIGHT I REVISIONS I BY T I U Q W m W F_ Q F_ F_ O cy y V Z W P < 0 >cf)~ 0 (t co m U I-1 �.0 �+ U co Q) rI V) W 0 rnLo o �a 00 Io DD m 0: co U)0OC� D c� ^rn rnLo, V) 4 V W d J V C O ii OM u) (L 0 1 tlT.vj 41 r- . D -• a � - tilmlmk� SCALE: NO SCALE DRAWN: K.L. WINK DWG NO. SE12 -0901 JOB ID: 1508 BIDSET REF. E1 -1.1 SHEET NO: SHEET N0. 3 OF 3 SHEETS