Loading...
7786 SAN DIEGUITO YOUTH SOFTBALL • SCOPE OF WORK K- POST OFFICE BOX 313 :: .::EL, SNACK BAR ADDITION TO AN EXISTING STORAGE BUILDING w CARDIFF-BY-THE-SEA, CA 92007 INCLUDING ASSOCIATED PLUMBING AND ELECTRICAL WORK. W Q� Sports ...... a PROJECT LOCATION 4= . A . Snack Bar Addition CARDIFF SPORTS PARK N r 1661 LAKE DRIVE u `q ENCINITAS, CA 92024 Z LA ZONING, o RECREATION CN 0 CIO GENERAL NOTES GENERAL NOTES CONT_ SITE WORK CC NT. ASSESSOR'S PARCEL. NUMBER. „ , a THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIFICATIONS I e ? ' o O S S SUBJECT TO REJECTION AT THE SOLE OF ALL STRUCTURES, IMPROVEMENTS, AND LANDSCAPING, LEGAL DESCRIPTION � INSURING THAT ALL WORK AS DESCRIBED IN THESE DRAW- DISCRETION OF THE ARCHITECT. SHALL DIRECT SURFACE WATER AWAY FROM THE BUILDING »= ' v Rti, INGS, NOTES AND SPECIFICATIONS, SHALL BE PERFORMED IN FOUNDATIONS A MINIMUM DISTANCE OF FIVE FEET, THENCE, STRICT ACCORDANCE WITH THE THE HIGHEST STANDARDS ALL REJECTED WORK SHALL BE IMMEDIATELY REPLACED VIA SURFACE SWALES AND/OR UNDERGROUND DRAINS, PROJECT DATA AND THE WORK PERFORMED IN ACCORDANCE WITH THE OF PRACTICE AND SHALL BE COMPLETELY AND PROPERLY CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AT THE TOWARD AND INTO APPROVED DRAINAGE WAYS. COORDINATED WITH ALL ADJACENT AND/OR RELATED WORK. EXPENSE OF THE CONTRACTOR. WHEN IN SUCH INSTANCE EXISTING FLOOR AREA= 382 S.F. C) ALL SITE PREPARATION AND GRADING SHALL BE IN THE ARCHITECT SHALL BE ADVISED OF ANY DISCREPANCIES AN ITEM IS SPECIFIED "OR EQUAL , THE ACCEPTANCE OF CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS, THE NEW FLOOR AREA 475 S.F. OR CONFLICTS IN THE DRAWINGS PRIOR TO BEGINNING CON- THE PROPOSED SUBSTITUTE SHALL BE AT THE SOLE SOILS INVESTIGATION, AND CHAPTERS 18 AND 33 OF THE STRUCTION. IT IS THE RESPONSIBILITY OF THE GENERAL DISCRETION OF THE ARCHITECT WHO RESERVES THE RIGHT TOTAL= UNIFORM BUILDIN DE. 857 S.F. c ; -- G CO CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND F J ° > , O UDGEMENT AS THE TO THE SUITABILITY OF THE z FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK, PROPOSED SUBSTITUTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE N v n < AND TO ADVISE THE ARCHITECT OF ANY DISCREPANCIES THE SITE AND TO CONDUCT SUCH ADDITIONAL INVESTIGA- BETWEEN THE CONSTRUCTION DOCUMENTS AND SITE CON- ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND ° DITIONS, THE PLANS SHALL BE BROUGHT TO THE ARCHITECT'S AND AS HE MAY DEEM NECESSARY FOR THE PLANNING AND EXECUTION OF THE WORK. THE CONTRACTOR SHALL ATTENTION FOR CLARIFICATION. INFORM THE OWNER, ARCHITECT, AND GEOTECHNICAL N THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEER IMMEDIATELY IF ANY CONDITIONS ARE NOT AS ° z° INSURING THAT ALL MATERIALS, WORKMANSHIP, AND THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL DESCRIBED IN THE SOILS REPORT. METHODS OF CONSTRUCTION ARE IN STRICT CONFORMANCE BE AT ALL TIMES IN COMPLIANCE WITH THE CONTRACTOR'S WITH THE APPLICABLE EDITIONS OF THE UNIFORM BUILDING LICENSE LAW, AND SHALL MAINTAIN CURRENTS LICENSES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OWNER � CODE, THE UNIFORM MECHANICAL CODE, THE UNIFORM THROUGHOUT THE ENTIRE COURSE OF THE WORK. ASSIST THE GEOTECHNICAL ENGINEER AND TO KEEP HIM PLUMBING CODE, THE UNIFORM FIRE CODE, AND THE "NOT OF WORK SCHEDULES AND ANY CONDITIONS CITY OF EN I T 7 1. NATIONAL ELECTRIC CODE, AS WELL A ALL APPLICABLE ITEMS AND SCOPE OF WORK WHICH ARE NOTED NOT IN C NI AS 60 633 2600 S C BLE WHI H C DO NOT APPEAR T H - " O AVE BEEN ADDRESSED ED IN THE LAWS AND ORDINANCES OF THE LOCAL GOVERNING AGENCY CONTRACT (NIC) ARE CONSIDERED TO BE OUTSIDE THE 505 S. VULCAN AVE. G G CY SOILS REPORT. COMPLIANCE WITH GOVERNING CODES, AND BUILDING OFFICIAL. SCOPE OF WORK OF THE CONTRACTOR. THE CONTRAC- GRADING THE SITE TO THE GRADES DEPICTED ON THE ENCINITAS, CA 92024 CONTACT= PHIL COTTON j == TOR HOWEVER IS RESPONSIBLE FOR THE COORDINATION DIMENSIONS ON THESE PLANS SHALL IN NO INSTANCE BE IN- APPROVED PLANS, AND COMPACTING THE SOIL TO PROPER PERKED, NOR SHALL ANY DIMENSION BE SCALED FROM AND SCHEDULING OF NIC ITEMS, AND SHALL PROVIDE THE DENSITIES ARE THE SOLE RESPONSIBILITY OF THE OWNER AND THE ARCHITECT WITH A LIST OF SUCH ITEMS CIVIL E N G I N E R I N THESE PLANS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE O GENERAL CONTRACTOR. R VERIFICATION PRIOR TO BEGINNING WORK.PRECEDENCE OVER GRAPHIC REPRESENTATION. Q , ANY ABANDONDED BURIED STRUCTURES AND UTILITIES NOT APPLICABLE THE GENERAL CONTRACTOR AND ALL ASSOCIATED SUB- THE CONTRACTOR SHALL PROVIDE THE OWNER UPON THE ENCOUNTERED DURING GRADING OPERATIONS SHALL BE 0 COMPLETION OF THE WORK, ALL APPLICABLE WARRANTIES, CONTRACTORS FOR THE WORK SHALL BE RESPONSIBLE BACKFILLED WITH SUITABLE MATERIAL PLACED AND FOR PROPER COORDINATION WITH ALL UTILITY PROVIDERS GUARANTIES, MANUALS, REGISTRATION FORMS, AND COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. Q OPERATING INSTRUCTIONS FOR ALL MATERIALS, EQUIPMENT, THIS INCLUDES BUT IS NOT LIMITED TO SEPTIC TANKS, FUEL AND THEIR AGENTS, INCLUDING BUT NOT LIMITED TO WATER, AND INSTALLATIONS ON THE JOB. TANKS, SEWER LINE S, LEACH LINE S ST 02M DRAIN AND NA TURAL GAS, SEWER, TELEPHONE,E, AND 0� WATER LINES. ABANDONDED WATER WELLS SHALL BE STRUCTURAL ENGINEERING N . CABLE TELEVISION IN ORDER TO VERIFY EXISTING FACILITIES, ALL WORK TO BE PERFORMED IN CONNECTION WITH THIS � : BACKFILLED AND CAPPED AS DIRECTED BY THE UNDERGROUND LAYOUTS, AND APPLICABILITY OF PROPOSED CONTRACT SHALL BE BY WORKMEN OR FIRMS WHOSE IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY BOTH EMPLOYEES ARE NOT OBJECTIONABLE TO THE VARIOUS GEOTECHNICAL ENGINEER. BY ARCHITECT THE ARCHITECT AND THE OWNER OF ANY CONFLICTS AND/ TRADE UNIONS ON THE SITE. THE SUBCONTRACTORS SHALL OR DISCREPANCIES, AND SHALL BE RESPONSIBLE FOR THE BE WHOLLY RESPONSIBLE FOR ALL TRADE UNION RELATIONS ENGINEERING AND RELOCATION OF ANY UTILITIES AS MAY AND THE OWNER NOR THE ARCHITECT SHALL NOT BE LIABLE ° BE REQUIRED. IN ANY WAY FOR ANY DELAYS OR CLAIMS ARISING FROM CONCRETE SUCH CAUSES.TO THE ORDERING AND/OR FABRICATION F MA TER- GEOTECHNICAL I CI I OJ s ,% ECT IALS AND EQUIPMENT REQUIRED FOR THE WORK, THE CON- SHOULD ANY REMEDIAL WORK AND/OR REPAIRS BE THE CONCRETE SUBCONTRACTOR SHALL BE FAMILIAR WITH TRACTOR SHALL ADVISE THE ARCHITECT OF ANY CONDI- REQUIRED AS A RESULT OF IMPROPER WORKMANSHIP, OR THE CONTENTS OF THE SOILS REPORT AND SHALL BE SNA CK BAR TION WHICH DUE TO THE NATURE OF THE MATERIAL OR TO N.A. NEGLECT ON THE PART OF THE GENERAL CONTRACTOR, REQUIRED TO PERFORM IN ACCORDANCE WITH ITS FINDING ° .,:;:; S PROPER METHOD OF CONSTRUCTION THE DRAWN AN W .. z>='`=:`` GS D SUCH REPAIRS MUST BE APPROVED BY THE ARCHITECT AND RECOMMENDATIONS. DETAILS AS SHOWN DO NOT LEND THEMSELVES TO SATIS PRIOR TO THE WORK BEING PERFORMED. ALL COSTS FACTORY WORK. EXPENSE INCURRED IN THE ABSENCE OF INCURRED IN THESE REPAIRS WILL BE THE RESPONSIBILITY REMOVE AND RELOCATE ANY AND ALL EXISTING UTILITIES CONSULTATION WITH THE ARCHITECT IS THE RESPONSIBIL- WHICH MAY INTERFERE WITH THE FOUNDATION WORK. ITY OF THE CONTRACTOR. OF THE GENERAL CONTRACTOR, AT NO ADDITIONAL COST TITLE COMPLIANCE N TO THE OWNER. ANY NECESSARY CUTTING, NOTCHING, ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND DRILLING, OR ALTERING OF ANY KIND SHALL BE COMPLETED >: ° . ._:_::r%;='> DETAILS AND CONDITIONS NOTED AS "TYPICAL" SHALL BE FREE OF DEBRIS AND WATER, AND SHALL BE INSPECTED BY p .;:.: ,> : ' _;.:;';s ::, CAREFULLY CONSIDERED PRIOR TO CONSTRUCTION, AND IN A WORKMANLIKE MANNER, AND THE SITE SHALL BE LEFT NOT APPLICABLE W THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY IN A CLEAN AND FINISHED CONDITION. THE GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF CONCRETE. SHEET TITLE POTENTIAL CONFLICTS. NO CONCRETE SHALL BE PLACED ON UNCOMPACTED FILL ENCROACHMENT PERMITS FROM THE PROPER GOVERNING MATERIALS. Q COVER SHEET AGENCY ARE REQUIRED PRIOR TO CONSTRUCTION OF ANY SITE WORK REFER TO THE FOUNDATION PLAN, DETAILS AND NOTES FOR THESE PLANS AND ALL WORK SHALL COMPLY WITH THE SUBSURFACE, SURFACE, OR OVERHEAD STRUCTURES IN THE CALIFORNIA BUILDING STANDARDS CODE IN THE STATE OF DETAILED CONCRETE INFORMATION AND SPECIFICATIONS. PUBLIC RIGHT-OF-WAY. IT IS REQUIRED THAT ENCROACH- CALIFORNIA AND TITLE 24 CODE AS AMENDED AND ALL GRADES, AND THE LOCATION OF PROPERTY LINES, MENT PERMITS BE APPROVED AND OBTAINED PRIOR TO THE ADOPTED BY THE COUNTY. ISSUANCE OF ANY GRADING AND/OR BUILDING PERMITS. EASEMENTS AND OTHER ESTABLISHED REFERENCE POINTS ARE TO BE LOCATED BY THE GENERAL CONTRACTOR WHO ALL PERMITS AND FEES WHICH ARE NOT COVERED BY THE SHALL BE RESPONSIBLE FOR THEIR ACCURACY AND CON- MASONRY VICINITY MAP FORMANCE WITH ALL DATA AND INFORMATION DEPICTED ON :. ...:.:..::.: NORMALLY REQUIRED BUILDING AND GRADING PERMITS, ARE RTHE DRAWINGS. REPORT ANY AND ALL DISCREPANCIES TO THE FISCAL RESPONSIBILITY OF THE ASSOCIATED SUB- � ° � � � ° QiNELNAT�w°�„ .Neo g�� o lo� y° �_�° 5�« CONTRACTOR AND SHALL NOT BE TRANSFERRED TO THE BOTH THE OWNER AND THE ARCHITECT. ALL MASONRY WORK SHALL BE COORDINATED WITH THE Po;M Y' °a 5r o° �15 4 o� o” " ISSUES WORK OF OTHER TRADES. ALL BOLTS, ANCHOR BOLTS, "� OWNER AT ADDITIONAL COST. ° °"� ° THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE AND SHELF ANGLES SHALL BE FURNISHED BY THE GENERAL d " SURVEY AND VERIFICATION OF THE BUILDING HEIGHT, CONTRACTOR AND INSTALLED BY THE MASONRY 9rN,, z „ NIT. VEIN FAITH AV �'"sa+Tn� g FE o a a Q � � w MARCH 5, 1999 MILLdVId"R�B IT IS THE RESPONSIBILITY OF ALL SUBCONTRACTORS IN- ,a° R n�NE",R ° ° SETBACKS, AND HORIZONTAL LAYOUT TO THE .y a sT s VOLVED WITH THE WORK TO PROPERLY COORDINATE WITH SUBCONTRACTOR. THE WORK OF OTHER TRADES, AND TO NOTIFY THE GENER- GOVERNING AGENCY. ALL MASONRY WALLS SHALL BE TRUE AND PLUMB, WITH "� m c PEPN[lOR g SATISFACTION OF THE ARCHITECT AND THE LOCAL ° k gg � IMIkM—. — .3 ... _I .� x .amsaJ ,�cr � _w°aa at � , t r ::,. AL CONTRACTOR OF ANY DEFECTS OR DEFICIENCIES IN "" °°�°° ALL COURSES TRUE-TO-LINE AND LEVEL, PER THE a °a s m ' "" PREVIOUS WORK BY OTHERS WHICH IS NOT IN CONFORM- PREPARATION AND TREATMENT OF SOIL AT THE SITE SHALL 15 a 94 @}g TENNIS �t C v ANCE WITH THE CONSTRUCTION DOCUMENTS OR WHICH AD- BE AT THE DIRECTION OF A QUALIFIED GEOTECHNICAL DIMENSIONS IC THE PLANS. PATTERN SHALL TI AS NOTED AND/OR DEPICTED ON THE PLANS AND ELEVATIONS. ALL VE12SELY AFFECTS THE QUALITY OF SUBSEQUENT WORK. ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR Q W. w° b MASONRY FIREPLACES SHALL HAVE EXPOSED UNITS a 23' el TO UNDERTAKE ALL SITEWORK, GRADING AND FOUNDATION LAID IN HERRINGBONE PATTERN. q LAYOUT AND STAKING OF THE SITE IS THE RESPONSIBILITY PREPARATION IN CONFORMANCE WITH THE RECOMMENDA- �a- "naiE� OF THE GENERAL CONTRACTOR AND FIELD VISITS TO THE a �N° SITE BY THE ARCHITECT SHALL NOT BE CONSTRUED AS TIONS OF THE SOILS REPORT. MASONRY CHIMNEYS SHALL EXTEND AT LEAST 24 INCHES �' �" C (� Z REVISIONS ABOVE THAT PORTION OF THE ROOF THROUGH WHICH IT �' r °t '` Q ° w VERIFICATION OF THE ACCURACY OF SUCH LAYOUTS. AT THE MINIMUM, ALL MATERIAL SHALL BE RECOMPACTED - «$ °" "� I JUNE 22, 2000 ° TO 90% OF MAXIMUM DENSITY. FILL MATERIAL SHALL BE PASSES, AND AT LEAST 24 INCHES ABOVE ANY PORTION OF �, e 1 °� � $ �� � � AN ACCURATE SET OF RECORD CONSTRUCTION DRAWINGS " THE BUILDING WITHIN 10 FEET OF THE EDGES OF THE SHALL BE MAINTAINED AT THE JOB SITE UPDATED AND PLACED IN LAYERS NOT EXCEEDING 7 IN DEPTH, AND ALL CHIMNEY. " DENDITY AND COMPACTION SHALL BE CERTIFIED BY THE CURRENT, AND SHALL INCLUDE ACCURATE INFORMATION GEOTECHNICAL ENGINEER OF RECORD. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED IN y WITH REGARD TO ANY AND ALL CHANGES TO THE WORK ' g z AND TO THE LOCATION AND INVERT ELEVATIONS OF ALL GRADING OPERATIONS SHALL AT NO TIME ALLOW DRAINAGE MORTAR OR GROUT, UNLESS APPROVED BY THE ARCHITECT. w A 3 BURIED UTILITIES, SYSTEMS, AND DRAINS. TO FLOW TO ADJACENT PROPERTIES. C HIGH LIFT GROUTING, THE USE OF ADMIXTURE TO xexe T.R P COUNTERACT WATER LOSS AND VOLUME REDUCTION SHALL °� 26 Z l THE ARCHITECT HAS PREPARED THE CONSTRUCTION DOCU- THE PROJECT SITE SHALL BE CLEARED OF ALL VEGETATION BE USED, a 6, _ N MENTS BASED ON SURVEYS, REPORTS AND INFORMATION AND FOREIGN MATERIAL TO A DEPTH OF 18 INCHES, AND FURNISHED BY THE OWNER. THE CONTRACTOR SHALL SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS RPT. THE FOLLOWING TOLERANCES SHALL BE IN EFFECT FOR �,0,FF SAN EEr�G THE WORK: F VERIFY IN THE FIELD ALL EXISTING CONDITIONS PRIOR TO THE � AGOON ALL FILL INCLUDING THAT BENEATH SLABS-ON-GRADE, SHALL `" ` ° COMMENCEMENT OF WORK, AND REPORT ANY DISCREPAN- Z Qp$IT o CIES TO BOTH THE OWNER AND THE ARCHITECT. BE MOISTURE-CONDITIONED AND COMPACTED TO ABOVE MAXIMUM VARIATION FROM PLUMB= `� z 90% OF MAXIMUM DRY DENSITY. 1/4" PER STORY (NON-CUMULATIVE) � � 900 Z } ALL MATERIALS AND/OR WORK WHICH IS NOT IN STRICT MAXIMUM VARIATION FROM LEVEL COURSING= CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND FINISH GRADE OF THE SITE, SUBSEQUENT TO COMPLETION 1/8" IN 36 INCHES. SHEET NUMBER � it ._..,......... �� m 3 we N ...+ o Uco N ° ° � < Uo Q 0 <; o -: I Ln P JQ . ..._.. ° Q O N w C Q\ c_0 C r O � Uss Q V w " V 4-a m r U THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE IN THE STATE OF 9ALIFORNI AND TITLE 24 CODE AS AMENDED AND ADOPTED Y THE C UNTY. Q O u Q a � z x - � w - - 1 EX TING CAT HH BASIN TO REMAN 3 I I EXISTING CHAIN LINK FENCE @ - o _- NEW PITCHING WARM-UP AREA a NEW CONCRETE WALKWAY, 3 0 ALL NEW CONCRETE ; DRAINAGE a a IA. BY OTHERS .. A D IN i 7 DRAI O , ui Z F ' O LL O g v Eco- Tj i -D Eco- w DRAIN' DRAW z STORAGE 1 SNACK BAR STORAGE Q r*� J 1 EXISTING SOFTBALL DIAMOND ` TI J ;- EXISTING SOFTBALL DIAMOND Z } J L i:' PROJECT ° SNACK BAR STORAGE STORAGE NEW w ' Sl�-PANEL- j - VER�Y SIZE I uoS -:. i p NEW 2' .. WAS LNE� \ UNDERGROUND SWEEP O EXISTING 6' j � �\ TO EXISTING PAt.EI HIT WATER I EXISTING BLEACHERS TO REMAIN // EXISTING MAIN PANEL W RE WATER SHEET TITLE LINE FROM ` / RESTROOM I �j r---♦ SITE PLAN ALL EXACT UTILITY HOOK TO BE DETERMINED EXISTING CHAIN LINK BACKSTOP a DURING CONSTRUCTION. ALL LOCATIONS OF ° UTILITIES TO BE BLUE STAKED BY APPROPAITE COMPANIES. SDGi E, WATER ♦ SEWER a Q w J N is O W ISSUES O MARCH 5, 1999 r r w N Q z 3 REVISIONS ° JUNE 22, 2000 ° OCT. 24, 2000 � w , ° a ° w z a a a a a o .._..._... (0 H W 7❑ Z SCALE: 1/8" - V-O" OZ N[ SHEET NUMBER .............. ...._.._..._ ..................... ................. ..................... ........_..... ................_... ........... .................... ......... A I to 9'-4" I'-9' 14'-O" r-9" 7-4' 0 7-8" 6-8' 7-8" coo LEGEND W ...,�. SWITCH i r--------------------------- --------� i g ' ----------------- PHONE , �-----------�_ i 1 N _.,..._..,.... r---------------------i I e OUTLET ? ? I I � � AID Q i NEW 51/2" CONCRETE QUAD OUTLET . - -� m r ' SLAB WITH tt4 REBAR ' f 1 a o _ i o 18" O.C.. PLACE i __ ) t t r c WATER RESISTANT OUTLET o ,n SLAB VER 6ML 1SQUEEN ` i I ' 0 o FLOOR DRAIN 1 i OVER 4" SAND i FLUORESCENT LIGHTS V SURFACE MOUNT FIXTURE l F ---------------------------------- -------------------- 4 V NEW 5 1/2" CONCRETE i DRILL AND NEW 51/2' CONC12EEA J t SLAB WITH tt4 REBAR i EPDXY tt4 i / SLAB WITH tt4 REBARi' _ ! ! _, i' a _. e 18' O.C.. PLACE i o 24' O.C. i o 18' O.C.. PLACE i =' m SLAB OVER 2' SAND, I 8" EMBEDED SLAB OVER 2' SAND, __ -- -' " ; „ m OVER 6ML VISQUEEN i TO EXISTING i OVER 6ML VISQUEEN OVER 4" SAND ' SLAB ' OVER 4' SAND I I i it cu is I - o , c I I O I - ; - ? I C I EXISTING SLAB I _-_ 's Z I � w — DRILL AND I I 1 I I r��-� ( I� a - EPDXY tt4 i EPDXY #4 ! i .' j ° 24' O.C. o 24" O.C. 12' EMBEDED 12" EMBEDED TO EXISTING I TO EXISTING SLAB i i SLAB ` i }' I I j I r7 S „ N . ----------- -- ------------------- ------------------- .e. ,.- _ f I -1 FOUNDATION PLAN UTILITIES PLAN JJJU r a:,:'` : � PROJECT SNACK BAR 9'-4' CMU PONY WALL BELOW f....._e .__._.__, _.__.._..,..._..-._ ....... _..._...._.._—__.� PROVIDE 5/8"T-III AT ALL EXPOSED 4" THICK CON. TER EAVES,TYPICAL. ROOF DIAPHRAGM �T TOP o +36" W/ tt PMA12 5/8" CDX PLYWOOD 32/16 ST12UCT U ! + WALL LEGEND SHELVES BELOW ° �° E.W. w i n E.N. 8D ° 6' O.C., F.N. 8D o 17 O.C. } - :,... 4 ___________ ___________ PROVIDE ACCESSIBLE WINDOW " tL WITH MINIMUM 5'X 5'LEVEL O EXISTING WALL TO REMAIN 1 - I SMOOTH SURFACE AT GRADE R.R. 0 16 O.C. 2X6 R.R. 0 16 r------- ----°------------------- NEW 8' C.M.U. WALL ) 1 _ I SHEET TITLE I NEW 2X4 STUD WALL < FLOOR PLAN _-._- _. ._ _ = ! f 0 I �_ -------- -- - COUNTER C SR EE ROLL-UP DOORS I a STRUCTURAL _- � - _ -- EXISTING WALL TO REMOVE I I 1 X X __ _��____. �_ _ _ __� -----_ - - FROM ADJ s� W/ PAINTED FINISH, AND I; Q ,o %o i GRADE jj HARDWARE PER CITY 1 I! STD. SPECIFICATION —! i E ? HDR COURSE 1 i NOTE NEW MASONRY WALLS SHALL MATCH EXISTING IN MATERIAL AND COLOR, ! 3 .. a, f _ AND SHALL BE SEALED WITH APPROVED ANTI-GRAFFITI SEALER. tu 77� I U U ISSUES u( -CALIF. FILL ; STORAGE +36 COUNTER ----- i ~ SAN DIEGUITO MARCH 5, 1999 S ��BELOW VEOVER MAIN R /((/(l���1�I O I Lq./l/ � I O ' � --- --` � of X' X i I ...J....,4 m I N LV I D __..._ = 1 2 X 8 RIDGE 4 X 4 HDR '= 3068 I }� 3068 _ ___� I Q, 8 ! I REVISIONS 3068 3 m i } 3068 � � � t 01 — UE 10 31 O JUNE 22, 2000 o I e OC , PROVIDE FLOOR `. SINK BELOW RECREAT I ION STORAGE a �I X 1 a OCi U I r o ' `o( o I a °m i a? NU 4X4HDR } / ° ! 0 m PROVIDE NEW 100 AMP SLS-PANEL N U QJ SHEET NUMBER m ROOF FRAMING PLAN FLOOR PLAN SCALE I/4" - r �� 3 Qt cOtil ALL DOORS SHALL HI 16 S. STEEL,SWEETS T O B IN METAL FRAMES. DOORS SHALL HAVE FINISH. GA STEEL STIFFENERS WELDED S, FACE SAND H FACE SHEETS TO BE GAHE CI ED tAV AN PRIMED AND PAINTED FINISH. ALL LOCKS,HINGES AND HARDWARE SHALL Be TO THE CiTY'S STANDARD SPECIFICATION. A .ti..i. NORTH U P P v: axe 'i: W 'I yy N U VW I�� W eAlKI �' fl�►f g Df1 4 Alf' hr lh�it iii { W + 3X 1 vI _ ... M '�i h ..... c, Ln w � I N .: : � W GMI•I ` UVFi � �AIN -I-D a N 4 u.w a L i ! .mom. / V J : I u ! n. — O a= ... fu '.:> :;; - - � - - - m 0 Q W O tl { T j1=1 N ..'- �..-..+..,�e.��.-..,........`..+.�--sue+ �...�-..-..+...�.+r�.+._�?.- ..aa.,.... • �+✓.r-1r�--�—W�•'i--' �..-��+r-��- +�.... - O s' ........... . FD ........ .. h a PROJECT - L g SNACK BAR 00 /Aolp o ' 0 LL w SHEET TITLE a EXTERIOR........ ELEVATIONS -.Y`F? ryi"';' ? ........ tz / a . Q < a W d { o r, i I/ I� ':':;.:;.:::_, ISSUES o MARCH 4. 1999 :.:....::. Q U REVISIONS L � � a -1 .:� N O a 7 a _ _ L a QI OJ Q p .................... Ill u•:'::.:..a.:... O U I.� SHEET NUMBER a m v N O A3 O JJ O L d f WALKS AND SIDEWALKS SANITARY FACILITIES DOOQS NAQDWAQE (SECTION 2-3325) PAQKING (SECTION 2-7102> (SECTION 2-511) (SECTION 2-3301, 3304) W 1 WALKS AND SIDEWALKS SHALL HAVE A CONTINUOS COMMON 4 SURFACE SLOPES OF PARKING SPACES FOR THE 8 A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT PHYSICALLY HANDICAPPED SHALL NOT EXCEED 1/4 INCH PER PROVIDED ON FRONT OF A LAVATORY TO ALLOW A DOOR, LARGE BOW KEYS (2 INCH) FULL BOW I I/4 INCH CHANGES IN LEVEL EXCEEDING 112 INCH, AND SHALL BE A FOOT IN ANY DIRECTION. FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEEVV ER TYPE MINIMUM OF 48 INCHES IN WIDTH HARDWARE ON CORRIDOR SIDE. SEPARATE DEAD LOCK ADJOIN OR OVERLAP AND ACCESSIBLE ROUTE AND SHALL ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN HOTELS V a 5 ENTRANCES TO AND VERTICAL CLEARANCES WITHIN EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB 2 SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL LAVATORY. rn GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT CLEARANCE OF 8 FEET 2 INCHES WHERE REQUIRED FOR TURN IN AN EASILY REACHED LOCATION. ACCESSIBILITY TO HANDICAPPED PARKING SPACES. DESCRIBED AS A MEDIUM SALTED FINISH 9 WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT 3 WIDTHS AND HEIGHTS EVERY REQUIRED EXIT DOORWAY U 3 SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR 6 HANDICAPPED PARKING IDENTIFICATION SIGNS SHALL BE OF THE URINAL TO ALLOW FORWARD APPROACH. SHALL BE SIZE AS TO PERMIT THE INSTALLATION OF A DOOR GREATER SHALL BE SLIP-RESISTANT PROVIDED AS REQUIRED BY SECTION 2-7102 (E) IN THE NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 Q �, FOLLOWING LOCATIONS; 10 WHERE FACILITIES FOR BATHING AR PROVIDED FOR THE FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT d 4 SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER A. ON THE PAVEMENT WITHIN EACH REQUIRED PUBLIC, CLIENTS, OR EMPLOYEES, INCLUDING SHOWERS, DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING o N FOOT PARKING SPACES. BATHTUBS, OR LOCKERS, AT LEAST ONE SUCH FACILITY AT LEAST 90 DEGREES AND SHALL BE MOUNTED THAT THE B. AT THE ENTRANCE TO THE PARKING FACILITY SHALL COMPLY WITH THE HANDICAPPED ACCESS CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES ' .g STANDARDS IN SECTION 2-511 (A) 9. 5 WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE 4 FOR HINGED DOORS, THE OPENING WIDTH SHALL BE ? Q U OF GRATINGS WN HEVE12 POSSIBLE, FOR GRATINGS 11 1/4 INCH THICK IDENTIFICATION SYMBOLS SHALL BE PROVIDED MEASURED WITH THE DOOR POSITIONED AT A RIGHT ANGLE LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID FACILITIES ON DOORS TO SANITARY FACILITIES. A 12 INCH TRIANGLE FOR DEGREE FROM ITS CLOSED POSITION. AT LEAST ONE OF A a � v OPENINGS IN GRATING SHALL BE LIMITED TO I/2 INCH IN THE S ACN I T A Y MEN AND 12 INCH DIAMETER CIRCLE FOR WOMEN IS REQUIRED PAIR OF DOORS SHALL MEET THIS OPENING WIDTH W a DIRECTION OF TRAFFIC FLOW (SECTION 2-511) REQUIREMENT. REVOLVING FOR THE PHYSICALLY a HANDICAPPED. 1 WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON- g r 6 WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY W A T E Q CLOSETS 5 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED ° �./ WALK HANDICAPPED PERSONS OF EACH SEX, SEPARATE COMPLY WITH®THE PROVISIONS FOR H0121ZONTAL IT SHALL RAMPS (SECTION 5-15 0 2> POUNDS FOR DOORS, SUCH PURL DOORS OR PUSH EFFORT BEING APPLIED FACILITIES SHALL BE PROVIDED FOR HANDICAPPED PERSONS OF EACH SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER FOR NON-HANDICAPPED PERSONS, SUCH UNISEX FACILITIES THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING B 7 ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL BE PROVIDED FOR HANDICAPPED MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO MEASURED TO THE TOP OF THE TOILET SEAT. FLUSH Q u OCCUR , THEY SHALL 2 WHERE SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE CONTROLS SHALL BE OPERABLE BY AN OSCILLATING UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE E BEVELED WITH A SLOPE NO FLOORS OF A BUILDING, THEY SHALL BE MADE ACCESSIBLE HANDLE WITH A MAXIMUM OPERATING FORCE OF 3 LB. OR BY DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE GREATER THAN 12 EXCEPT THAT LEVEL CHANGES NOT THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS N EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN TO THE PHYSICALLY HANDICAPPED REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON . L Z LEVELS GREATER THAN 112 INCH ARE NECESSARY THEY SHALL BE LOCATED SO THEY ARE OPERABLE WITHOUT x V SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS 3 PASSAGEWAYS LEADING TO SANITARY FACILITIES SHALL REQUIRING EXCESSIVE BODY MOVEMENT. 6 CONSTRUCTION THE BOTTOM 10 INCHES OF ALL DOORS HAVE A CLEAR ACCESS WIDTH AS SPECIFIED IN CHAPTER 33 EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH 8 WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS ALL DOORWAYS LEADING TO SUCH SANITARY FACILITIES UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE o SHALL HAVE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT A TRAP OR HAZARDOUS CONDITION. SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL A) A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 U I N A L S (S C T i O N 5-15 O 3) EXTEND 24 INCHES TO THE STRIKE EDGE OF A DOOR OR INCHES GATE THAT SWINGS TOWARDS THE WALK. B) A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF I WHERE URINALS ARE PROVIDED AT LEAST ONE ELONGATED 7 THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT Q 60 INCHES IN THE DIRECTION OF THE DOOR SWING AS RIM AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR IS Z 9 ALL WALKS WITH CONTINUOS GRADIENTS SHALL HAVE LEVEL MEASURED AT RIGHT ANGLES TO THE PLANE OF THE REQUIRED 8 WHERE TURNSTILES ARE USED A DOOR OR GATE THAT IS AREAS AT LEAST 5 FEET IN LENGTH N T INTERVALS E LEVEL DOOR IN ITS CLOSED POSITION, AND 44 INCHES WHERE ACCESSIBLE TO THE HANDICAPPED SHALL BE PROVIDED W THE DOOR SWINGS AWAY FROM THE LEVEL AND CLEAR 2 FLUSH CONTROLS SHALL BE HAND OPERATED, AND SHALL WITHIN 30 FEET. LEAST EVERY 400 FEET AREA. BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR ° 9 THERE SHALL BE A LEVEL AREA ON THE SIDE OF AN EXIT OR Z 4 MULTIPLE ACCOMMODATION TOILET FACILITIES SHALL HAVE PASSAGE DOOR. PROVIDE 60 INCHES CLEAR IN THE Q THE FOLLOWING: DIRECTION OF THE DOOR SWING AND 44 INCHES ON THE SIDE k4AZAQDS (SECTION 2-3326) LAVATOQIES OPPOSITE THE DOOR SWING DIRECTION. MEASUREMENTS g A) A CLEAR SPACE MEASURED FROM THE FLOOR TO A ARE TO BE AT RIGHT ANGLES TO THE CLOSED DOOR. WARNING CURBS, ABRUPT CHANGES IN LEVEL, EXCEPT HEIGHT OF 27 INCHES ABOVE THE FLOOR, WITHIN A (SECTION 5-150:3) BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO 10 THE WIDTH OF THE REQUIRED LEVEL AREA ON THE SIDE INTO a LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST OR DRIVEWAY, EXCEEDING 4 INCHES N VERTICAL DIMENSION, INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN I RLEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE STRIKE EDGE FOR EXTERIOR DOORS AND 18 INCHES Q SUCH AS AT PLANTER R CLEAR SPACE OF FOUNTAINS LOCATED IN O 60 INCHES, OR A CLEA SPACE 56 INCHES BY 63 INCHES IN SIZE. DOORS OTHER THAN THE DOOR TO THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP PAST THE STRIKE EDGE FOR INTERIOR DOORS. ADJACENT L WALKS, SIDEWALKS, BS OTHER PEDESTRIAN THE HANDICAPPED TOILET COMPARTMENT IN ANY EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT POSITION MAY ENCROACH INTO THIS SPACE BY NOT INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE r LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK 11 THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS o SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. MORE THAN 12 INCHES. SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 17 IN A VESTIBULE SERVING OTHER THAN A REQUIRED EXIT v WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS B) A WATER CLOSET FIXTURE LOCATED IN A INCHES DEEP IN FRONT OF THE LAVATORY STAIRWAY SHALL PROVIDE A MINIMUM OF 48 INCHES OF o PROJECT REQUIRED WHEN A GUARDRAIL IS PROVIDED CENTERED 5 COMPARTMENT SHALL PROVIDED A 28 INCH WIDE CLEAR CLEAR SPACE FROM ANY DOOR OPENING INTO THE SNACK BAR 2 HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INCHES (PLUS OR MINUS ONE INCH) ABOVE THE SURFACE OF SPACE FROM A FIXTURE OR A 32 INCH WIDE CLEAR VESTIBULE SHALL WHEN THE DOOR OPEN 90 DEGREES. THE WALK OR SIDEWALK+/- THE WALK IS 5 PERCENT OR SPACE FROM A WALL AR ONE SIDE OF THE WATER INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO DOORS INTO A VESTIBULE SHALL SWI NG IN THE SAME SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. LESS GRADIENT OR NO ADJACENT HAZARD EXISTS. CLOSET AND A 48 INCH LONG CLEAR SPACE IN FRONT DIRECTION OR THEY BOTH SHALL SWING AWAY FROM THE � OF THE WATER CLOSET IF THE COMPARTMENT HAS AN 3 FAUCET CONTROLS AND OPERATING MECHANISMS SHALL VESTIBULE. END OPENING DOOR (FACING THE WATER CLOSET). A BE OPERABLE WITH ONE NAND AND SHALL NOT REQUIRE 60 INCH MINIMUM LENGTH CLEAR SPACE SHALL BE P A Q K I N G (SECTION 2-7102) TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE PROVIDED IN A COMPARTMENT WITH THE DOOR FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO ° I THE FOLLOWING TABLE ESTABLISHES THE NUMBER OF LOCATED AT THE SIDE. GRAB BARS SHALL NOT GREATER THAN 5 LB. LEVER-OPERATED, PUSH-TYPE AND W > HANDICAPPED PARKING SPACES REQUIRED; PROJECT MORE THAN 3 INCHES INTO THE CLEAR ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES 2 SPACES AS SPECIFIED ABOVE. OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE SHEET TITLE TOTAL NUMBER OF HANDICAPPED PARKING C) A WATER CLOSET COMPARTMENT SHALL BE EQUIPPED ALLOWED IF THE FAUCET REMAINS OPEN AT LEAST 10 SEC. Q TITLE 24 WITH A DOOR THAT HAS AN AUTOMATIC CLOSING PARKING SPACES SPACES REQUIRED DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED 1-40 1 OPENING WIDTH OF 32 INCHES WHEN AT THE 41-80 2 END AND 34 NC ES WHEN LOCATED AT LOCATED SIDE WITH D Q I N K I N G FOUNTAINS 81-120 1-160 4 FROM OITOS C OSIED POSITION. XCEPTOFOR DOORREES (SECTION 5-1507, 2-511) Q 161-300 5 OPENING WIDTHS AND DOOR SWINGS, A CLEAR I THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES 301-400 6 UNOBSTRUCTED ACCESS NOT LESS THAN 44 INCHES IN DEPTH AND THERE SHALL BE A CLEAR AND 401-500 7 SHALL BE PROVIDED TO WATER CLOSET UNOBSTRUCTED SPACES UNDER THE DRINKING FOUNTAIN OVER 500 1 FOR EACH 200 COMPARTMENTS DESIGNED FOR USE BY THE NOT LESS THAN 27 INCHES IN HEIGHT AND 18 INCHES IN DEPTH ° ADDITIONAL SPACES PROVIDED HANDICAPPED AND THE SPACE IMMEDIATELY IN FRONT ISSUES OF A WATER CLOSET COMPARTMENT SHALL BE NOT THE DEPTH MEASUREMENTS BEING TAKEN FROM THE FRONT WHEN LESS THAN 5 PARKING SPACES ARE PROVIDED, ONE LESS THAT 48 INCHES AS MEASURED AT RIGHT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING MARC H 5, 19S SHALL BE 14 FEET WIDE AND LINED TO PROVIDE A 9 FOOT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED FOUNTAIN IS NOT ACCEPTABLE. PARKING AREA AND A 5 FOOT LOADING AND UNLOADING POSITION. ° AREA. 2 THE BUBBLIER SHALL BE ACTIVATED BY A CONTROL WHICH W IS EASILY OPERATED BY A HANDICAPPED PERSON SUCH AS W 2 PHYSICALLY HANDICAPPED PARKING SPACES SHALL BE 5 SINGLE ACCOMMODATION TOILET FACILITIES SHALL HAVE A HAND-OPERATED LEVER TYPE CONTROL LOCATED WITHIN a LOCATED AS NEAR AS PRACTICAL TO A PRIMARY THE FOLLOWING THERE SHALL BE SUFFICIENT SPACE IN THE 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND ENTRANCE. IF ONLY ONE SPACE IS PROVIDED A 9 FOOT TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE Q " PARKING AREA AND A 5 FOOT LOADING AND UNLOADING WIDE BY 48 INCHES LONG TO NTER THE ROOM AND PERMIT OF THE DRINKING FOUNTAIN. g THE DOOR TO CLOSE. THE WATER CLOSET SHALL BE W AREA. WEN MORE THAN ONE SPACE IS PROVIDED IN LIEU LOCATED IN A SPACE WHICH PROVIDES A 28 INCH WIDE 3 WHERE WATER FOUNTAINS ARE PROVIDED, THEY SHALL BE OF PROVIDING A 14 FOOT WIDE SPACE FOR EACH PARKING CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER LOCATED COMPLETELY WITHIN ALCOVES, OR OTHERWISE REVISIONS SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23 FOOT CLOSET AND 48 INCHES OF CLEAR SPACE IN FRONT OF POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN o WIDE AREA LINED TO PROVIDE A 9 FOOT PARKING AREA ON THE WATER CLOSET. WAYS. EACH SIDE OF A 5 FOOT LOADING AND UNLOADING AREA IN W THE CENTER. THE MINIMUM LENGTH OF EACH PARKING 6 IN AN EXISTING BUILDING SINGLE ACCOMMODATION TOILET SPACE SHALL BE 18 FEET FACILITY MAY HAVE THE WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT WHICH PROVIDES A CLEAR SPACE OF D O O Q S E N A Q D VV A Q E w 3 IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE NOT LESS THAN 36 INCHES WIDE BY 48 INCHES LONG IN PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF FRONT OF THE WATER CLOSET. (SECTION 2-3301, 3 3 0 4) Q CARS OVER THE REQUIRED WIDTH OF WALKWAYS. ALSO, ° THE SPACE SHALL BE SO LOCATED THAT A HANDICAPPED 1 ALL PRIMARY ENTRANCES TO BUILDINGS SHALL BE MADE Q PERSON IS NOT COMPELLED TO WHEEL OR WALK BEHIND 7 GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE OF THE ACCESSIBLE TO THE HANDICAPPED o PARKED CARS OTHER THAN THEIR OWN. PEDESTRIAN WAYS BACK OF THE PHYSICALLY HANDICAPPED TOILET STALL OR 2 HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE WHICH ARE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED COMPARTMENT SHALL BE SECURELY ATTACHED 33 INCHES CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE ° RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS SIDE SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT NAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL Z NEEDED. RAMPS SHALL NOT ENCROACH INTO ANY PARKING END POSITIONED 24 INCHES IN FRONT OF THE WATER SPACE. CLOSET STOOL AND GRAB BARS AT THE BACK SHALL BE SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER o TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING NOT LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH a SHEET NUMBER 3 EXCEPTION: RAMPS LOCATED AT THE FRONT OF OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 11/4 BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE INCH TO I I/2 INCH OR THE SNAPS SHALL PROVIDE AND PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE PHYSICALLY HANDICAPPED PARKING SPACES MAY OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE ENCROACH INTO THE LENGTH OF SUCH SPACES WHEN SUCH EQUIVALENT GRIPPING SURFACE. IF THE GRAB BARS ARE AS ABOVE IN EGRESS DIRECTION. DOORS TO INDIVIDUAL ENCROACHMENT DOES NOT LIMIT A HANDICAPPED PERSON'S MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE HOTEL OR MOTEL UNITS SHALL OPERATE SIMILARLY, EXCEPT A4 CAPABILITY TO LEAVE OR ENTER THEIR VEHICLE THUS WALL AND THE GRAB BARS SHALL BE 11/2 INCHES THAT WHEN BOLT AND UNLATCHING OPERATION IS KEY PROVIDING EQUIVALENT FACILITATION. OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT FOUNDATION NOTES FOUNDATION NOTES GENERAL FRAMING NOTES GENERAL FRAMING NOTES W I. PROVIDE FOUNDATION ANCHOR BOLTS AS SPECIFIED ON 26. WOOD POSTS AND COLUMNS EXPOSED TO WEATHER AND/ THE FRAMING AND MECHANICAL/ELECTRICAL SYSTEMS. AT POSTS NAILED WITH 8D'S AT 4" O.C., STAGGERED. PLAN, MINIMUM PLACEMENT SHALL BE TWO PER EACH OR WATER REQUIRE A STANDOFF OR ELEVATED POST NOTIFY ARCHITECT IF CONFLICTS ARE OBSERVED. 40. PRIOR TO THE INSTALLATION OF ANY GLU-LAM FRAMING w ; PLATE LENGTH. BASE. 11. FUR ALL WALLS ADJACENT SHEAR PANELS AS REQUIRED MEMBERS, AITC CERTIFICATE OF COMPLIANCE SHALL BE Z co 0 WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 27. ALL HOLDOWNS TO BE SECURED TO MINIMUM 4X POST OR TO PROVIDE UNIFORM WALL THICKNESS. PROVIDED TO THE BUILDING INSPECTOR PER UBC SECTION z V o 2. SCALE. DIMENSIONS FOR FOUNDATIONS REFER TO CAST- BUILT-UP 2X IF ANCHORAGE TO STUD IS FACE NAILED ONLY. 2305. AGAINST-EARTH CONDITIONS. NAIL POSTS WITH 16D m 12" O.C. WHERE THIS OCCURS. 12. REFER TO T12US JOINT MACMILLAN SPECIFIER'S GUIDE =2041 o FOR CONNECTIONS OF FLOOR JOISTS, PARALAMS, 41. PROVIDE FIRE STOPS FOR THE FOLLOWING LOCATIONS: 3. ANY AND ALL PIPES, CONDUITS, DUCTWORK, OR OTHER 28. PRIOR TO THE CONTRACTOR'S REQUEST FOR INSPECTION, MICROLAMS, AND BUILT-UP OR DOUBLE-JOISTS. OD IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, THE GEOTECHNICAL ENGINEER SHALL INSPECT THE SITE AND V r, PENETRATING ITEMS, SHALL BE SLEEVED AND CAST IN 13. POSTS MAY BE BUILT-UP 2X WHEN ANCHORAGE FOR SHEAR INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR PLACE WHEN OCCURRING WITHIN THE SPHERE OF INFLUENCE SHALL ADVISE THE LOCAL BUILDING OFFICIAL IN WRITING OF THE FOOTINGS, WHICH EXTENDS AS A CONE OF THAT THE BUILDING SITE HAS BEEN PREPARED IN OF IS FACE-FASTENED ONLY. USE 16D ® 12" O.C. LEVELS AND AT 10 FT. INTERVALS ALONG THE ENTIRE ACCORDANCE WITH THE SOILS REPORT THAT THE UTILITY LENGTH OF THE WALL. Q n PRESSURE AT A 211 SLOPE BENEATH THE PERIMETER OF THE 14. ALL POSTS ON UPPER LEVELS SHALL HAVE FULL BEARING ° o FOOTINGS. TRENCHES HAVE BEEN PROPERLY BACKFILLED AND ON POSTS BELOW OR ON BUILT-UP 2X'S. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE COMPACTED, AND THE FOUNDATION EXCAVATIONS COMPLY TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS Q 4. FOOTINGS SHALL BE POURED IN ORDER TO INSURE THAT WITH THE DIRECTIVES OR THE REPORT. 15. REFER TO THE HEADER SCHEDULE FOR ALL HEADER SIZES ALONG AND IN LINE WITH THE THE RUN OF THE STAIRS IF WOOD SILL PLATES ARE A MINIMUM OF 6' ABOVE ADJACENT WHICH ARE NOT CALLED OUT ON THE PLANS. SIZES NOTED THE WALLS UNDER THE STAIRS ARE UNFINISHED. GRADE. 29. FOOTING DEPTHS NOTED ARE A MINIMUM. REFER TO ON THE PLANS SHALL TAKE PRECEDENCE OVER CALL OUTS NOLDDOWN SCHEDULE AND PROVIDE SUFFICIENT DEPTH FOR u ON THE SCHEDULE. IN OPENINGS AROUND VENTS PIPES DUCTS CHIMNEYS 5. FOUNDATION AND SLAB PERFORMANCE IS DEPENDENT ANCHOR BOLT EMBEDMENT PLUS 3" CLEAR (E.G. HD8A " FIREPLACES AND SIMILAR OPENINGS WHICH AFF012D A a N UPON PROPER DRAINAGE. ALL LANDSCAPED AND PAVED REQUIRES 24" EMBEDMENT). 16. ALL HARDWARE SHALL BE BY SIMPSON STRONG TIE" AND PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH AREAS WITHIN 5' OF THE FOUNDATION SHALL SLOPE AWAY SHALL BE INSTALLED PER THE MANUFACTURER'S AT A GRADIENT OF NOT LESS THAN TWO PERCENT. 30. REFER TO SHEAR WALL SCHEDULE FOR SIZE AND SPACING RECOMMENDATIONS. NON-COMBUSTIBLE MATERIALS. Q PLANTERS SHALL BE CONSTRUCTED SO AS NOT TO ALLOW OF ANCHOR BOLTS. GAS VENTS AND NON-COMBUSTIBLE PIPING PASSING WATER TO SEEP INTO THE FOUNDATION, SLAB, OR 17. FIRE-STOPPING SHALL BE PROVIDED AT ALL CEILINGS AND THROUGH THREE FLOORS OR LESS SHALL BE EFFECTIVELY U PAVEMENT AREAS. LOWER ROOF PROJECTIONS. ALL CONCEALED SPACES DRAFT STOPPED AT EACH FLOOR OR CEILING. °' SHALL BE DRAFT STOPPED EVERY 10" MAX. WITH 1/2" GYP.BD. 6. MINIMUM SLAB CONSTRUCTION SHALL BE 5 1/2 THICK, AND MASONRY NOTES OR OTHER APPROVED MATERIAL. AT ALL INTERCONNECTIONS BETWEEN CONCEALED REINFORCED WITH AT LEAST U3 BARS AT 24" O.C. EACH VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT �¢ WAY, OR AS DELINEATED ON THE PLANS. 18. SOLID BLOCKING OR CROSS BRIDGING IS REQUIRED FOR SOFFITS, DROPPED CEILINGS, AND COVERED CEILINGS. o 4 FLOOR AND CEILING JOISTS GREATER THAN 4" IN DEPTH O 7. SLABS SHALL BE PLACED OVER TWO INCHES OF SAND, I. MATERIAL STANDARDS FOR MASONRY SHALL BE IN STRICT WHICH SPAN MORE THAN 8FT., AND FOR RAFTERS MORE DRAFT STOPS SHALL BE PROVIDED IN FLOOR-CEILING OVER ONE LAYER OF 6 MIL VISQUEEN, WHICH IN TURN IS LAID CONFORMANCE WITH THE PROVISIONS OF CHAPTER 21, THAN 6" IN DEPTH WHICH SPAN MORE THAN IOFT. SOLID ASSEMBLIES AND ATTICS IN LINE WITH WALLS SEPARATING OVER FOUR INCHES OF SAND. VISQUEEN SHALL LAP 24" AT SECTION 2102 OF THE 1994 UNIFORM BUILDING CODE, BLOCKING IS REQUIRED AT EACH SUPPORT AND THE ENDS, UNITS FROM COMMON AREAS PER UBC SECTION 2516F. W o EDGES, AND 72" AT ALL ENDS, AND ALL LAPS SHALL BE MORTAR AND GROUT PER SECTION 2103, AND EXCEPT WHERE THE ENDS ARE FLUSH WITH A HEADER a y- Z SEALED WITH WATER-RESISTANT TAPE. CONSTRUCTION PER SECTION 2104. BAND OR RIM JOIST, OR TO AN ADJOINING STUD. W V '` 8. REFER TO THE GEOTECHNICAL INVESTIGATION FOR PROPER 2. CONCRETE MASONRY UNITS (CMU) SHALL BE GRADE N, 19. DOUBLE FLOOR JOISTS ARE REQUIRED BENEATH ALL ROOF FRAMING NOTES TREATMENT OF THE SOIL PRIOR TO PLACEMENT OF THE TYPE 2, CONFORMING TO ASTM C-90 OR C-145. ALL CELLS PARALLEL WALLS, BOTH BEARING AND NON-BEARING, 3 FOUNDATION. SHALL BE GROUTED SOLID. UNLESS OTHERWISE NOTED. w 9. ALL CONCRETE SHALL ATTAIN MINIMUM COMPRESSIVE 3. ALL CEMENT SHALL BE PORTLAND TYPE 1012 2 AND 20. PROVIDE SOLID BLOCKING AT ALL PERPENDICULAR I. PROVIDE DOUBLE RAFTERS AROUND ANY AND ALL o STRENGTH AT 28 DAYS. MAX. SLUMP = 3". CONFORM TO ASTM C-150. PARTITIONS, GIRDERS, AND PLATES. SKYLIGHTS, MINIMUM. Q 10. EXPANSION JOINTS SHALL BE COMPRISED OF IMPREGNATED 4. ALL MORTAR SHALL BE TYPE M AND CONFORM TO ASTM 21. ALL FLUSHED FRAMED RAFTER CONNECTIONS SHALL BE 2. PROVIDE TRIPLE ROOF RAFTERS AT ROOF MOUNTED HVAC m FIBERGLASS OR ASPHALT- SATURATED IN MIN. 1/2" C-270. MIX TO A RATIO 3.75 PARTS SAND, 1.0 PART MADE WITH SST U HANGERS, UNLESS NOTED OTHERWISE, AS UNITS. DOUBLE RAFTERS AT ALL SKYLIGHTS LESS THAN 36" THICKNESS, AND SHALL BE INSTALLED IN SIDEWALKS AT 8' PORTLAND CEMENT, AND 0.25 PART HYDRATED LIME. SHALL ALL FLUSH FRAMED FLOOR JOIST CONNECTIONS. WIDE AND TRIPLE RAFTERS AT ALL SKYLIGHTS WIDER THAN ' CENTERS OR AS NOTED ON THE PLANS. MINIMUM STRENGTH FOR MORTAR SHALL BE 2,000 PSI. 22. PROVIDE SST 14UTF HANGERS TO ALL FLUSH FRAMED BEAM 36"' g 11. ALL FOOTINGS SHALL EXTEND TO A MINIMUM DEPTH OF 18" 5. ALL GROUT SHALL CONFORM TO ASTM C-476. MIX TO A TO BEAM CONNECTIONS, UNLESS NOTED OTHERWISE. 3. MINIMUM TYPICAL ROOF DIAPHRAGM, UNLESS OTHERWISE o OR AS NOTED ON THE PLANS. RATIO OF 3.0 PARTS SAND, 2.0 PARTS GRAVEL, AND 0.1 23. PROVIDE CONTINUOS BLOCKING UP TO ROOF SHEATHING NOTED, SHALL BE ONE OF THE FOLLOWING: PART (MAX.) HYDRATED LIME. MINIMUM COMPRESSIVE WHEN ROOF JOISTS ARE SHIMMED. 1/2" CDX PLYWOOD PANEL INDEX 32/16. NAIL WITH 8D ® 6" O.C. o 12. STEPPED FOOTINGS SHALL BE CONSTRUCTED TO INSURE STRENGTH FOR GROUT SHALL BE 2,000 PSI AT 28 DAYS. EDGE AND BOUNDARY, 12" O.C. FIELD. THAT OR VERTICAL STEP SHALL BE GREATER THAN 0.5X 6. NON-STRUCTURAL VENEER ANCHORAGE SHALL HAVE 24. PROVIDE BRACING FOR PU12LIN STRUTS OVER 8FT. IN THE HORIZONTAL RUN BETWEEN STEPS, AND INN CORRUGATED METAL TIES (CORROSION-RESISTANT) WITH A LENGTH. ALL PURLINS SHALL BE EQUAL IN SIZE TO RAFTER APA RATED ORIENTED STRAND BOARD (OSB), WITH ABOVE INSTANCE SHALL THE HORIZONTAL RUN BETWEEN STEPS BE MINIMUM THICKNESS OF 22 GA. ® 24" O.C. EACH WAY, OR DEPTH, MINIMUM. THICKNESS AND NAILING, APPROVED PER 0397. ° LESS THAN 24". WIRE TIES, 9 GA. MIN., SPACED NOT MORE THAN EVERY 2 SO. APA RATED WAFERBOARD, WITH ABOVE THICKNESS AND = 13. FOOTINGS FOR ALL MASONRY FIREPLACES SHALL BE FT. OF WALL AREA. 25. NOTCHES IN STUDS X BEARING PARTITIONS AND EXTERIOR NAILING, APPROVED PER NER 124. o WALLS SHALL NOT EXCEED 25� OF THE STUD'S WIDTH. z CONSTRUCTED PER THE REQUIREMENT THE LOCAL 7, ALL WOOD FRAMING SHALL HAVE AN AIR SPACE OF 2" NOTCHES IN NON-BEARING PARTITIONS SHALL NOT EXCEED 4. RAFTER BRACING SHALL NOT BE LESS THAN 45 DEGREES BUILDING OFFICIAL OR GOVERNING AUTHORITY. MINIMUM FROM MASONRY. COMBUSTIBLE MATERIALS 40% OF THE WIDTH OF THE STUD. TO THE HORIZONTAL. ° 14. ALL FOOTINGS SHALL MAINTAIN A MINIMUM DISTANCE TO SHALL NOT BE PLACED WITHIN 6" OF THE FIREPLACE 26. COVER ALL NOTCHES REQUIRED FOR PLUMBING AND W PROJECT DAYLIGHT OF 7'0". REFER TO THE RECOMMENDATIONS OF OPENING. ANY COMBUSTIBLE MATERIAL WITHIN 12" OF THE ELECTRICAL PENETRATIONS WITH SST NS NAIL STOPPER, OR 5. ALL ROOF BRACING OVER 6'0" LONG SHALL BE DOUBLE 2X6 SNACK BAR THE SOILS REPORT FOR PROJECT SPECIFIC INFORMATION. FIREPLACE OPENING SHALL PROJECT MORE THAN 1/8" FOR APPROVED EQUAL. OR 4X4. o 15. USE TYPE I OR 2 CEMENT FOR ALL CONCRETE, GROUT , AND EACH I" OF CLEARANCE FROM THE OPENING. 6. AT ALL WOOD FRAMED HIP/RIDGE/RAFTER CONNECTIONS, MORTAR. CEMENT SHALL CONFORM TO THE REQUIREMENTS 8. PROVIDE NON-COMBUSTIBLE LINTEL AND SUPPORT OVER ALL 27. NON-BEARING PARTITIONS SHALL NAVE I/2" CLEARANCE STRAP ALL MEMBERS TOGETHER WITH SST ST22 STRAPS ON N BETWEEN TOP PLATE AND BOTTOM CHORD OF ROOF EACH MEMBER, UNLESS NOTED OTHERWISE. OF ASTM C-150. MASONRY OPENINGS. TRUSSES. PROVIDE SST TRUSS CLIPS AT TOP PLATE TO 16, ALL FOUNDATION WALLS BELOW GRADE, AND/OR RETAINING 9. ALL CHIMNEY CAP CONSTRUCTION ABOVE FLUE LINER SHALL EACH TRUSS. 7. ALL SHEARWALLS SHALL BE CONTINUOS TO ROOF WALLS ADJACENT TO ROOMS OR UNDERFLOOR AREAS BE NON-COMBUSTIBLE. SHEATHING WITH AN APPROVED BLOCKING OR CLIP g 28. WHERE CEILING JOISTS ARE PERPENDICULAR TO RAFTERS, FASTENER TO TRANSFER LOADS FROM ROOF DIAPHRAGM SHALL BE MOISTURE-PROOFED WITH "J-DRAIN" COMPOSITE PROVIDE RAFTER TIES. DRAINAGE SYSTEM AS MANUFACTURED BY JD12 UNLESS NOTED OTHERWISE. REFER TO THE SHEAR WALL o ENTERPRISES INC. PREPARATION, INSTALLATION, AND 29. BRACE ALL RIDGES, PURLINS, HIPS, AND VALLEYS TO SCHEDULE. REQUIRED ADHESIVES SHALL BE PER THE MANUFACTURER'S BEARING WALLS AT 1'0" PER INCH OF HEIGHT OF THE W SHEET TITLE GENERAL FRAMING NOTES 8. PROVIDE BLOCKING AT ENDS OF ALL RAFTERS AT TOP RECOMMENDATIONS. FRAMING MEMBER. PLATE. g STRUCTURAL NOTES I 17. ALL SLABS SHALL HAVE CONTROL JOINTS SPACED AT A 30. PROVIDE SST 48" STRAPS OVER RAFTERS AT ALL RIDGE 9. PROVIDE ATTIC VENTILATION AS NOTED ON THE ROOF MINIMUM OF 10'O" O.C. EACH WAY. 1. USE 4X POST OR BUILT-UP MEMBER FOR ALL HOLDDOWNS BEAMS UNLESS NOTED OTHERWISE. FRAMING PLAN, AND PER UBC 1505.3. W 18. REINFORCING STEEL IS REQUIRED TO CONFORM TO ASTM AND ST/MST STRAPS tV). IF THERE IS NO POST OR WALL 31. VERIFY CENTERLINE OF ALL PLUMBING FIXTURES PRIOR TO 4 A-615. THE FABRICATION, INSTALLATION, AND CONNECTIONS UNDER ST/MST, USE DOUBLE JOIST (MIN.) OR 4X BEAM, OR JOIST LAYOUT TO INSURE THAT NO CONFLICT EXISTS 10. ALL FRAMING SHALL CONFORM TO THE STANDARDS AND a DETAILS OF REINFORCING STEEL SHALL CONFORM TO THE AS NOTED. BETWEEN THE TWO. DICTATES OF UBC 2326.12 W MANUAL OF STANDARD PRACTICE OF THE CRSI. 2. WHERE FIRST FLOOR FRAMING INTERSECTS SECOND FLOOR SNEARWALL, EXTEND SECOND FLOOR SNEARWALL TO 32. ALL TRUSS DESIGNS AND CALCULATIONS SHALL BE 19. IN MASONRY WALLS, BAR SPLICES SHALL BE 50X BAR SUBMITTED TO BOTH THE ARCHITECT AND THE STRUCTURAL g' DIAMETER OR 24" MINIMUM. AND IN CONCRETE WALLS AND FLOOR DIAPHRAGM BELOW. ENGINEER FOR THEIR REVIEW PRIOR TO FABRICATION. THE STEEL AND METAL NOTES FOOTINGS SHALL BE 3OX BAR DIAMETER OR 24" MINIMUM. 3. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48" LAP SPLICE FRAMING PLANS WITH REGARD TO ROOF TRUSSES ARE ISSUES o 20. ALL REINFORCING STEEL SHALL BE SECURELY NTENDED TO BE DIAGRAMMATIC. THE TRUSS DESIGNER AND MARCH 5, 1999 ELY FIXED IN WITH 16D ® 6" O.C. TYPICAL UNLESS NOTED OTHERWISE. THE CONTRACTOR ARE RESPONSIBLE FOR THE SIZING, I. SUBMIT FULLY DETAILED SHOP DRAWINGS OF ALL PLACE IN ORDER TO MAINTAIN POST-POUR CLEARANCE OF 4. ROTATE POST CAPS AS REQUIRED TO MAINTAIN NUMBER, AND LAYOUT OF ALL TRUSSES, AND THE STRUCTURAL AND MISCELLANEOUS STEELWORK, GIVING o 3" MIN. CONNECTIONS WITHIN WALLS. ARCHITECT AND STRUCTURAL ENGINEER ASSUME NO SIZES, DETAILS OF FABRICATION AND CONSTRUCTION, a 21. REFER TO LANDSCAPE PLAN FOR LOCATION OF ALL 5. PROVIDE BACKING FOR THE FOLLOWING: RESPONSIBILITY FOR ERRORS AND OMISSIONS WITH METHODS OF ASSEMBLY, AND LOCATIONS OF HARDWARE, EXTERIOR LANDINGS, PATIOS, AND PORCHES. REGARD TO THE DESIGN, MANUFACTURE, AND INSTALLATION ANCHORS, AND ALL ACCESSORIES, TO THE ARCHITECT FOR a MECHANICAL DUCTS AND RETURNS - ALL SIDES OF TRUSSES. REVIEW. 22. ALL SILL PLATES SHALL HAVE FULL BEARING ON THE TOWEL BARS 33. ALL CALCULATED HEADERS SHALL BE SUPPORTED BY 4X4 Q FOUNDATION WALL OR SLAB AND SHALL BE BOLTED TO THE TOILET PAPER HOLDERS POSTS WITH SST EPC. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL g FOUNDATION WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS TUBS FABRICATION AND FOR CORRECT FITTING OF METAL W EMBEDDED AT LEAST 7 INTO CONCRETE OR REINFORCED SHOWERS 34. TOP OF BEAMS FLUSH WITH TOP OF PLATES TO BE MEMBERS SHOWN ON SHOP DRAWINGS. NO MATERIALS REVISIONS MASONRY ® 72" O.C. MAX. UNLESS SPECIFIED OTHERWISE ON CABINETS DRAGGED WITH MST 48'S. SHALL BE FABRICATED OR DELIVERED TO THE SITE UNTIL o N SHEARWALL SCHEDULE. THERE SHALL BE A MINIMUM OF SHELVING THE SHOP DRAWINGS HAVE APPROVED AND RETURNED TO W TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" DOOR STOPS 35. ALL BEAMS SHALL HAVE A MINIMUM SUPPORT OF 4X POSTS THE CONTRACTOR. OF EACH END OF EACH PIECE. ALL SILL PLATES TO BE MEDICINE CABINETS WITH SST EPC UNLESS NOTED OTHERWISE. o PRESSURE-TREATED DOUGLAS FIR. ELECTRICAL PANELS AND SUB-PANELS 3. CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS Z CROWN AND BASE MOLDINGS 36. BOTTOM OF BEAMS FLUSH WITH TOP PLATES TO BE REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND W 23. ALL HOLD-DOWN HARDWARE TO BE TIED IN PLACE PRIOR TO DRAGGED WITH MST 48'S. SUPPORT OF THESE BEAMS TO INSTALLATION OF THE WORK COVERED BY THIS SECTION. Z FOUNDATION INSPECTION. ALL HARDWARE BY SIMPSON 6. NAILING SHALL COMPLY WITH TABLE 23-1-0 OF THE UNIFORM BE MINIMUM 4X POST OR DOUBLE 2X'S IN WALL, EXACT MEASUREMENTS ARE THE CONTRACTOR'S STRONG TIE. BUILDING CODE. 37. BEAMS SUPPORTED ON TOP PLATES PERPENDICULAR TO RESPONSIBILITY. FURNISH TEMPLATES FOR EXACT LOCATION 24. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION WALLS TO BE SUPPORTED BY 4X POST OR DOUBLE 2X'S IN OF ITEMS TO BE EMBEDDED IN CONCRETE AND MASONRY Q. 7. ALL SHEARWALLS SHALL BE CONTINUOS TO ROOF OR AND ANY SETTING INSTRUCTIONS REQUIRED FOR ALL a g OF THE LOCATION OF ALL EMBEDDED ITEMS, INCLUDING FLOOR FRAMING, UNLESS OTHERWISE NOTED. WALL AND SST A35'S EACH SIDE OF BEAM TO TOP PLATE. INSTALLATION WORK. STRUCTURAL ELEMENTS, PLUMBING, AND ELECTRICAL AS 38. TYPE "9" SHEAR WALL (REFER TO SCHEDULE) REQUIRES THEY INTEGRATE WITH EACH OTHER. ANY CONFLICTS AND/ 8. STUD WALLS TO BE 2X4 ® 16 O.C. UNLESS NOTED OTHERWISE. MINIMUM 3X STUD AND BLOCKING AT ALL PANEL EDGES. 4. ALL STEEL WORK SHALL CONFORM WITH APPLICABLE OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CODES AND STANDARDSL SHOP DRAWINGS SHALL BE OF THE ARCHITECT PRIOR TO THE PLACING OF CONCRETE. 9. MORTISE ALL HU HANGERS AND HARDWARE WHERE 39. BAY PROJECTIONS, WINDOW SEATS, ETC., SHALL HAVE AT COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL EXPOSED TO GYP.BD.FINISH THE MINIMUM 4X POSTS AT EACH CORNER WITH PAHD 42 OR DRAWINGS FOR DIMENSIONS, ELEVATIONS, SIZE AND PROPER 55 25. FOOTING DEPTHS INDICATED ON DRAWINGS ARE A MINIMUM 10. INSPECT AND VERIFY THAT NO CONFLICTS EXIST BETWEEN HD 2A, SHEAR WALL u5 ON ALL SIDES, WITH SHEAR PANELS LOCATION AND ORIENTATION. ° FROM ADJACENT GRADE, PLACED INTO UNDISTURBED SOIL. a SHEET NUMBER 3 D si y m U NAILING SCHEDULE TABLE 23-I0 23-I0 FOOTNOTES TYPICAL DETAILS TYPICAL DETAILS a X CONNECTION NAILING W I. JOIST TO SILL OR GIRDER, TOENAIL 3 - 8D I COMMON OR BOXED NAILS MAY BE USED EXCEPT WHERE 2. BRIDGING TO JOIST, TOENAIL EACH END 2 - 8D OTHERWISE STATED. � � Q 3. I"X6" SUBFLOOR OR LESS TO EACH JOIST, 2 NAILS SPACED AT 6" ON CENTER AT EDGES, 12" AT U o FACE NAIL 2 - 8D INTERMEDIATE SUPPORTS EXCEPTS 6" AT ALL SUPPORTS z WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD 4. WIDER THAN I"X6" SUBFLOOR TO EACH JOIST, STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS ROOF ATM ST22 STRAP AT EA. JOIST UGI aa ALL C91S � a- FACE NAIL 3 - 8D AND SHEAR WALLS, REFER TO SECTION 2314.3. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. RL�aR• °� N 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND HORrr OONT.«s O.C. (, M FACE NAIL 2 - 16D s ur con>CRETE sLAe wr CC*XNWT E SLAB 3 COMMON OR DEFORMED SHANK. Oven r saw.6 ML_ en r saw.6 MIL 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL � 4 n U3 RL�AR AT 18.O.a FACE NAIL 16D ® 16" O.C. 4 COMMON. Eacw war 0 N SOLE PLATE TO JOIST OR BLOCKING, AT ORaoe a Q .� rn BRACED WALL PANELS 3 - 16D PER 16" 5 DEFORMED SHANK. RIDGE E 7. TOP PLATE TO STUD, END NAIL 2 - 16D 2"` PER FR "PLa" O 6 0012120SION-12ESISTANT SIDING OR CASING NAILS T ' u 8. STUD TO SOLE PLATE 4 - 8D,TOENAIL OR 2 - 16D,END NAIL CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. a s TWO#4 REBAR p Q V TOP M•D BOTT • i w ......._ �� tb 9. DOUBLE STUDS, FACE NAIL 16D ® 24" O.C. 7 FASTENERS SPACED 3" ON CENTER AT EXTERIOR EDGES Q � AND 6" ON CENTER AT INTERMEDIATE SUPPORTS. ROOF RAFTER TO 2X RIDGE PLC r� 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 16D ® 16" O.C. 5 06-26 SCALEr•r-o EXTERIOR FOOTING 0 �./ O DOUBLE TOP PLATES, LAP SPLICE 8 - 16D 8 CORROSION-RESISTANT ROOFING NAILS WITH 7/16" DIAMETER 1 os 42 scal6 r r o v HEAD AND 11/2" LENGTH FOR 1/2" SHEATHING AND 13/4" LENGTH FOR 25/32" SHEATHING CONFORMING TO THE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO REQUIREMENTS OF SECTION 2325.1. �a TOP PLATE, TOENAIL 3 - 8D Z .� al 12. RIM JOIST TO TOP PLATE, TOENAIL SD ® 6" O.C. 9 CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN W u AND 11/8" LENGTH FOR 1/2" SHEATHING AND 11/2" LENGTH FOR aA� 25/32" SHEATHING CONFORMING TO THE REQUIREMENTS OF N SECTION 2325.1. L z 13. TOP PLATES, LAPS AND INTERSECTIONS, AGM SO`M4RY X FACE NAIL 2 - 16D 10 PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IN THE LONG ROOF OAPFaAGM _ DIRECTION OF PANEL, UNLESS OTHERWISE MARKED). �OIAPWAGM SL DAR1. o 14. CONTINOUS HEADER, TWO PIECES 16DcI6"0.C. ALONG EDGES CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" ""`M <----SHEAllk-M TO MATCH AT INTERMEDIATE SUPPORTS. SW-62 WALL SWATHNG w 15. CEILING JOISTS TO PLATE, TOENAIL 3 - 8D PRE-MX-JUFAOTU IM ROOF TRUSS 0 II PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED BOLwARY 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. are ae• as 16. CONTINOUS HEADER TO STUD, TOENAIL 4 - 8D Z z s•CAW 17. CEILING JOISTS, LAPS OVER PARTITIONS, W FACE NAIL 3 - 16D °g TRUES PARALUM TO WALL _ 18. CEILING JOISTS TO PARALLEL RAFTERS, WALL soE 0 FACE NAIL 3 - 16D o 0 19. RAFTER TO PLATE, TOENAIL 3 - 8D 2 END TRUSS AT SHEAR WALL 06 J5 .. SCALE P-f-O" U J 20 1" BRACE TO EACH STUD AND PLATE, FACE N NAIL 2 - 8D SHEAR WALL SCHEDULE Z r z 21. I"X8" SHEATHING OR LESS TO EACH BEARING, MATERIAL NAILING FOUNDATION/SILL ATTACHMENT FACE NAIL 2 - 8D ._ PROJECT SIZE EDGE FIELD CONCRETE WOOD FLOOR SHEAR VALUE A35 SPACG. d SNACK BAR 22. WIDER THAN I"X8" SHEATHING TO EACH LL BEARING, FACE NAIL 3 - 8D 7/8" CEMENT PLASTER 6 GA. 6" O.C. 6" O.C. 1/2" A.B. ® 48" O.C. 16 D ®8" O.C. 180 P.L.F. 32" O.C. ur 0S.SeA,- 2 X 6 RAFTMS•16.0/C w Std DRAWS PLAN 23. BUILT-UP CORNER STUDS 16D ® 24" O.C. 3/8" CDX PLYWOOD 8D 6" O.C. 12" O.C. 1/2" A.B. ® 36" O.C. 16 D ®6" O.C. 260 P.L.F. 24" O.C. 4_160 TOBJALS, o EACH RAFTER 2-MAYS•EACH 24. BUILT-UP GIRDER AND BEAMS 20D ® 32" O.C. AT TOP AND zi� 3/8" CDX PLYWOOD 8D 3" 0.0 12" O.C. 5/8" A.B. ® 32" O.C. 16 D ®3" O.C. 490 P.L.F. 12" O.C. TRUSS ° BOTTOM, AND STAGGERED 2-20D AT ENDS w•6 0 AND AT EACH SPLICE. 3/8" STRUCT I PLYWOOD 8D 3" O.C. 12" O.C. 5/8" A.B. ® 24" O.C. 20 D ®3" O.C. 550 P.L.F. 10" O.C. Z SHEET TITLE Q 25. 2" PLANKS 2 - 16D AT EACH BEAR 2 XS MAT_ STRUCTURAL ING I/2" STRUCT I PLYWOOD IOD 2" O.C. 12" O.C. 3/4" A.B. ® 16" O.C. 20 D ®2" O.C. 870 P.L.F. 6" O.C. CON1NU01$ 6 o/c Q NOTES 2 Poor 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD 2 PER PLAN SUBFLOOR, ROOF, AND WALL SHEATHING a (TO FRAMING): W 3 N 1/2" AND LESS 6D SHEAR WALL NOTES HOLD DOWN SCHEDULE 3 CALIFORNIA ILL 5 06-01 SCALE M-O' r 19/32" - 3/4" 86 OR 6D o 7/8" - I" 8D ISSUES I. REFER TO FRAMING PLANS FOR SIZE AND LOCATION OF o MARCH 5, 1999 _ d W HOLD DOWNS. ALL HARDWARE BY SIMPSON STRONG TIE. PLAN SIMPSON NOLDOWN BOLT I I/8" I I/4" IOV OR 8� SYMBOL MODEL NUMBER a COMBINATION SUBFLOOR-UNDERLAYMENT 2. ALL NAILS NOTED ON SHEAR WALL SCHEDULE ARE TO BE SINGLE POUR DOUBLE POUR a (TO FRAMING): EITHER COMMON OR GALVANIZED BOX. z 3/4" AND LESS 6D 3. STUD FRAMING WHERE SHEAR PANELS ABUT SHALL BE 7/8 I 8D 3" MINIMUM, WITH EDGE NAILING STAGGERED. ROOF�TI-mPM a PLAN " O HD 2A SST 816 SST B20 ,�RAFTER P�PLAN 1 1/8" - 1 1/4" IOD4OR 86 4. PROVIDE EDGE BLOCKING ON ALL PLYWOOD PANELS. FOR E._._ ,06RYNAL W a SHEARWALL TYPE NUMBER 5. `g 20 HD 5A SST B20 SST B24 21CMKG /SIMPA35 z REVISIONS 27. PANEL SIDING (TO FRAMING) W 5. ALL INTERIOR SHEARWALLS SHALL EXTEND TO CONNECT �P"'�`P`""' I/2" OR LESS 6D WITH ROOF DIAPHRAGM. 3O HD 6A SST 628 SST B34 0 ...... 3 0 6 A 5/8" 8D W 6. PROVIDE 4X POSTS (MINIMUM) AT ALL HOLDDOWN ® HD 8A SST B28 SST B34 POST PER PLAN 28. FIBERBOARD SHEATHING LOCATIONS UNLESS OTHERWISE NOTED. 2X OELG JOIST PW PLAN a 5� HD ICA SST B28 SST B34 I/2" IIGAg 6D4 16GA 7. WHERE SHEAR WALL MATERIAL IS APPLIED TO BOTH SIDES 25/32" IIGAB 8D4 16GA OF WALL, RESULTANT SHEAR VALUE IS DOUBLED. USE 3X © ST 6236 V STUDS (MINIMUM) FOR DOUBLE SIDED WALLS AND REDUCE 29. INTERIOR PANELING SPACING OF SILL ATTACHMENTS BY 50%. z O MST 48 V 4 ROOF RAFTR TO PERIM TER BEM 0 1/4" 4D 8• WHERE FIRST FLOOR FRAMING INTERSECTS 2ND FLOOR 06-09 SCALE iq ° SHEARWALL, EXTEND 2ND FLOOR SHEARWALL TO FLOOR CD 3/8" 6D DIAPHRAGM BELOW. ® MST 60 V o cn d J Q " SHEET NUMBER o S9 low�I U