The URL can be used to link to this page

2016-104 SI (Plans)\ L 4' 41 I I -1G -- � l , 1.41 1 i STAGING AREA / \ I u, v ti s I 9 7� F � �f 1415 . __ � ,, - _ 1 TEMPORARY SERVICES PLAN '_j REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS 75% CD SUBMITTA I I I nnovo.n_ur ov ctvnuc.. nn. r..... ... ........�....�..�...,�.. 1502 PUBLIC WORKS ENGINEER G BUILDING & PLANNING PARKS & RECREATION Stephen Dalton Architects, INC. r CITY PROJECT NO: 444 S. CEDROS. STUDIO 190 BY. R BY: BY: BY: SOLANA BEACH. CA 92075 16 -1691 t: 858.792.5906 / f: 858.792.5916 DATE: 6-4-46 DATEA tl Q (a —DATE: DATE: FIRE IF/// �X// 0 30' 60' SCALE: 1/30 = 1'- 0" W KEYNOTES 01.10 LINE OF SOFFIT ABOVE 01.16 T- SHAPED ACCESSIBLE TURN AROUND CLEARANCE 01.24 HOSE -PULL. 150' MAX RESTROOM AND SHOWER FACILITIES, APPROX. 12'X46 01.30 TEMPORARY SHIPPING CONTAINER FOR LIFEGUARD USE DURING CONSTRUCTION, APPROX. 8'X20' 01.37 APPROXIMATE TEMPORARY POLE LOCATION, POWER, DATA, & PHONE 01.36 APPROXIMATE TEMPORARY POLE LOCATION 01.39 APPROXIMATE LIMITS OF CONTRACTOR STAGING / LAYDOWN 01.40 FIRE ACCESS TO BE 16' -6" CLEAR TO ALLOW EMERGENCY 01.41 GATE FOR FIRE/ CONTRACTOR ACCESS. MIN 16' -6" CLEAR WIDTH OF GATE 01.42 6' -0" WIDE PED GATE FOR LIFEGUARD ACCESS, LIFEGUARD LOCK ONLY 01.43 RELOCATION OF FACILITIES TO BE PERFORMED BY OTHERS DURING LAST WEEK OF SEPTEMBER AND SHALL NOT IMPEDE PRIMARY AND SECONDARY FIRE ACESSS ROUTES 01.44 PRIMARY FIRE ACCESS ROUTE OFF B ST. 01.45 SECONDARY FIRE ACESS ROUTE OFF C ST. 01•.46 APPROXIMATE LOCATION OF TEMPORARY FACILITIES, TO BE SET BY CONTRACTOR 01.47 TEMPORARY SHOWER ENCLOSURE FOR LIFEGUARD USE GENERAL NOTES TEMPORARY POWER, WHEN REQUIRED TO CROSS AN ACCESS PATH, SHOULD MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 14' -0" PUBLIC ACCESS FROM TO THE SITE MAY VARY DURING INSTALLATION OF SITE PAVING. COORDINATE INSTALLATION OF LARGE PAVED AREAS WITH PUBLIC ACCESS TO THE BEACH. PROVIDE SINAGE INDICATING SAFE ACCESS ROUTE (S) AND OR CLOSED ROUTE(S) TO THE BEACH AREA. CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER MOONLIGHT STATE BEACH TEMPORARY SERVICES PLAN 0 No. C25166 UPS 01/31/17 IT 9�F OF CA�� L \SYGIH.C+JI• /OT-s/ A0.4 8/3/2016 4:10:46 PM BID SEi Q Q to kou REVISIONS APPROVED I DATE i 76 %CD SUBMITTAL - R1 I ( 7!21116 BID SET 813116 i 0 v vt 0 in 2 v �n 'v M � - (V N io 3 v v zo SUB - CONSULTANT 0 12'- 0" - 0" 4' - 4" 4' - 8" N 2' - 8" MII IV 9'- 0 11/16" 16' -8" 45'- 4" 'A., 00 ass 11' - 6 49/128" I ME tn 10' -0" 2'-4" 1 2'-8" 1 SECOND FLOOR SLAB PLAN 1/4" = 1' -0" 1502 CITY PROJECT NO: 16 -1691 EEFiUOTmgi" m Stephen Dalton Architbc 444 S. CEDROS. STUDIO 190', SOLANA BEACH. CA 92075 t: 858.792.5906 f f: 858.792.59h 6 APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING INC. � BY: Q ht 4C BY: .e V • A,11 BY: DATE: v �' /(0 DATE: g1Q.1 DATE: PARKS & RECREATION 0 4' 8' SCALE: 114 = V- 0" KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.26 LINE OF EDGE OF SLAB 03.17 CONCRETE BEAM, SEE STRUCTURAL DRAWINGS 03.21 CONCRETE WALL PER PLAN 03.23 THICKEN SLAB EDGE, SEE STRUCTURAL DRAWINGS 23.09 VENT, SEE MECHANICAL DRAWINGS SLAB LEGEND 3" CONCRETE TOPPING SLAB OVER STRUCT. SLAB, SEE STRUCTURAL DRAWINGS a CONCRETE SLAB ,4 8" CONCRETE CURB, UNO., TYP. RADIANT HEAT IN SLAB 3" DEPRESSED SLAB, SLOPED AREA TO RECEIVE FULL SET TILE OVER FULL MORTAR BED F-1 4" RAISED CURB W/ 1" COVE @ BASE EXTERIOR CONCRETE SLAB SEDEMENTARY WALL PARAPET CONC. DECK W/ EXT. COATING GENERAL SLAB NOTES 1. ELEVATION OF TOPPING SLAB = EL: 19.3', TYPICAL. THIS ELEVATION ASSUMED +0" FOR REFERENCE i f 2. SLOPE SLAB TO DRAIN. SLOPE = 2% TYP. , UNO. SLOPE NOT TO EXCEED 2 % MAX. 3. REF. FINISH SCHEDULE, SHT. A5 -2, FOR SLAB FINISH UNO. 4. REF. FLOOR PLAN FOR ADDITIONAL DIMENSIONS 5. REF. STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 6. PROVIDE CONTROL JOINTS IN C.I.P. CONCRETE NOT TO EXCEED 20' IN ANY DIRECTION. SUBMIT SHOP DRAWING i TO ARCHITECT FOR REVIEW. CITY OF ENCINITAS - PARKS & RECREATION BY: FIRE MARINE SAFETY CENTER ENCINITAS, CALIFORNIA DATE: SECOND FLOOR SLAB PLAN � o * " No. C25166 z 01/31/17 Q DRAWING NO. /o y s/ A2.3 1 GUPYKIUM I BY 51 EPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. 8/3/2016 5:04:12 PM BID SEl Q CIO 'W'A vl REVISIONS APPROVED DATE 7/8/16 76 %CD SUBMITTAL - R1 7/21/16 BID SET 813116 L% �J ]�I a - SUB - CONSULTANT 0 C� 31 KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.11 LINE OF ROOF 0312 ICIP SEDEMENTARY WALL, SEE DETAIL 5/A8.6 05.17 JALUMINUM SHIP'S LADDER 05.22 STAINLESS STEEL SHEET METAL FLASHING, WITH SOLID BACKING; SLOPE TO DRAIN 06.32 WORK COUNTER PER SHEET A8.14 06.33 RADIO CABINET, VENTILATE PER MECHANICAL 06.34 TRELLIS, SEE DETAIL 7 &12/A8.2 07.06 SLOPE DECK TO DRAIN, 1/4:12 MIN. 09.04 2" PAINTED CONTRASTING COLOR STRIPE PARALLEL TO & 1" FROM THE NOSE OF THE STEP. 13.02 SECONDARY SERVER CABINET 13.03 ELECTRIC HOIST 21.02 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, SEE DETAIL 10&1 1 /A8.6 22.07 HOSE BIBB, SEE PLUMBING DRAWINGS 26.07 ALL SERVER EQUIPMENT ON SEPARATE BREAKER, REF ELECTRICAL DRAWINGS 26.19 (4) 2" CONDUITS, TERMINATE AT EQUIPMENT PLATFORM, (2) TO EACH' DOGHOUSE', REF ELECTRICAL IREF 2620 1(2) CONDUITS DRAWINGSROOMONFIRSTFLOOR, 26.22 (3) 3" CONDUITS TO WORK AREAS, REF ELECTRICAL 26.23 (1) 1" & (1) 3" CONDUITS TO WEST OBSERVATION AREA, GENERAL NOTES 1. DETAIL REFERNCES ARE CONSIDERED "TYPICAL" (U.O.N.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WEATHER REFERENCED OR NOT. WALL LEGEND CONCRETE WALL C.I.P. SEDEMENTARY WALL (CONCRETE) 8" CMU BLOCK WALL, U.N.O. ® 8" CMU PARTIAL HEIGHT WALL 2X8 WOOD STUD WALL 2X6 WOOD STUD WALL © PARTIAL HEIGHT WALL OR RAILING I A B C LEVEL 2 - FLOOR PLAN 1/4" = V -0" SDA PROJECT NO. 1502 CITY PROJECT NO: 16 -1691 ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS, STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS BY: f�. ENGINEERING BY: DATE: e. I DATE: ? v 4 .1' 0 4' 8' SCALE: 1/4 = 1'- 0" l APPROVALS I CITY OF ENCINITAS - PARKS & RECREATION BUILDING & PLANNING PARKS & RECREATION FIRE MARINE SAFETY CENTER BY: BY: BY: ENCINITAS, CALIFORNIA DATE: DATE: DATE: SECOND FLOOR PLAN pRCy' <<1� No. C25166 z cP�.A 01/31/17 Q OP CAC\�o�� DRAWING NO. /091--5/ A2.4 U COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. 8/3/2016 5:04:21 PM BID SET 11J JnJ JI REVISIONS 75% CD SUBMITTAL 75 % CD SUBMITTAL - R1 BID SET APPROVED 1 DATE a---- J A B C i 7 12 A8.2 A8.2 f _ 26.06 TYP. _ % /moo PU 26.01 1 TYP. TYR KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 03.05 CONCRETE DECK, SEE STRUCTURAL DRAWINGS 05.13 RETRACTABLE METAL STAIR 23.05 WALL MOUNTED MINI -SPLIT COOLING UNIT PER MECHANICAL 26.01 ELECTRICAL FIXTURE PER SCHEDULE 26.06 LIGHT COVE, SEE ELECTRICAL DRAWINGS 26.10 RETRACTING STAIR HOIST 26.14 RED ALERT LIGHT, SEE ELECTRICAL DRAWINGS �'_171LJ i ❑ MOISTURE RESISTANT GYP .BOARD - FINISH PER INTERIOR FINISH SCHEDULE i C INTEGRAL COLOR CONCRETE W/ WATER REPELLENTFINISH I I j GLULAM BEAM 'V WOOD SLAT CEILING j TILE I EXTERIOR PLASTER i SEDEMENTARY WALL GENERAL RCP NOTES 1, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. INSTALL ALL REQURIED BACKING FOR LIGHT FIXTURE SUPPORTS. 3. ALL CEILINGS EXPOSED STRUCTURE U.O.N SUB - CONSULTANT t'1 I I I I I I A B C D FIRST FLOOR RCP 1/4" = 1'_0" 1502 CITY PROJECT NO: 16 -1691 ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS, STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING BY: I BY: 1/IA_] A BY: DATE: 8 - T - I b DATE: 0314116 DATE: PARKS & RECREATION I FIRE BY: 0 4' 8' I SCALE: 1/4 = V- 0" i CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA FIRST FLOOR REFLECTED CEILING PLAN A_\� No. C25166 01!31/17 DRAWING NO. /off S/ A2.5 "m COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC.. ALL RIGHTS RESERVED. 8/3/2016 5:04:27 PM BID SET 1 �0 JJ <�1 n 'V -Y 7111�1117�117171 /77477/7777777 1i I LOCKER HT. o ROOM ELECTRICAL SYMBOLS ....` .....................« ................. �s g' _ q" j� HALL CLG. HT. 8, 8„ a ® CLG. HT. F05 02 i 4" RECESSED CAN -HIGH EFFICACY y9 — — BREAK RM .......................... «.. ®. ............ ®..............4 — ( SURFACE MOUNTED - HIGH EFFICACY a 12 _ rl CLG. HT. PENDANT - HIGH EFFICACY n CLG. HT. CLG. HT. 106 10' - 0" CLG. HT. 1 $,_$, RESTROOM 1 8'_8" RE STROOM 2 - — F- — KO- SURFACE MOUNTED FLOOD LIGHT n g _ q � d d 6 I 08 L08 ® ®L07 0i Op DIRECTIONAL WALL WASHER -HIGH EFCY ® 2 FLUORESCENT HIGH EFFICACY STRIP ............ p.. .aa..m..........."e. T - � m p I I LED RECESSED LIGHT {{— HOSE BIB $ ,E T° �/ OVY$R n. � 26.06 T�'P. d x HFC os n f � c- a a P c ' a d a c 6 d o; n rc P <. rc <. n � e a 4 d.. ad p d c_ P C SUB - CONSULTANT t'1 I I I I I I A B C D FIRST FLOOR RCP 1/4" = 1'_0" 1502 CITY PROJECT NO: 16 -1691 ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS, STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING BY: I BY: 1/IA_] A BY: DATE: 8 - T - I b DATE: 0314116 DATE: PARKS & RECREATION I FIRE BY: 0 4' 8' I SCALE: 1/4 = V- 0" i CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA FIRST FLOOR REFLECTED CEILING PLAN A_\� No. C25166 01!31/17 DRAWING NO. /off S/ A2.5 "m COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC.. ALL RIGHTS RESERVED. 8/3/2016 5:04:27 PM BID SET 1 �0 JJ <�1 n KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 06.02 BEAM, ALASKAN YELLOW CEDAR PER STRUCTURAL 07.15 GUTTER 13.04 A !� 26.11 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 26.14 RED ALERT LIGHT, SEE ELECTRICAL DRAWINGS i I I i I I I i I '....... REVISIONS APPROVED DATE SUB - CONSULTANT bUA t1KUJtGI NU. 1502 ARCHITECT 75% CD SUBMITTAL SURFACE MOUNTED FLOOD LIGHT 718/16 GLULAM BEAM Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 75% CD SUBMITTAL - R1 O 7/21116 BID SET EXTERIOR PLASTER 8/3/16 CITY PROJECT NO: 16 -1691 APPROVALS �PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION BY: BY: BY: BY: DATE: S' �I" I So DATE: /4 f I DATE: DATE: 0 4' 8' SCALE: 1/4 = V- 0" RCP LEGEND ❑ MOISTURE RESISTANT GYP .BOARD - FINISH PER INTERIOR FINISH SCHEDULE Y SURFACE MOUNTED - HIGH EFFICACY INTEGRAL COLOR CONCRETE W/ WATER REPELLENT FINISH I{O; SURFACE MOUNTED FLOOD LIGHT �Q GLULAM BEAM WOOD SLAT CEILING O TILE -I-I— EXTERIOR PLASTER ®SEDEMENTARY WALL GENERAL RCP NOTES 1. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. INSTALL ALL REOURIED BACKING FOR LIGHT FIXTURE SUPPORTS. 3. ALL CEILINGS EXPOSED STRUCTURE U.O.N ELECTRICAL SYMBOLS CITY OF ENCINITAS - PARKS & RECREATION BY: FIRE MARINE SAFETY CENTER ENCINITAS, CALIFORNIA DATE: SECOND FLOOR REFLECTED CEILING PLAN ARC Ei� NNo.C25166 z 01/31/17 Q F�F �F CA�\�p�Z DRAWING NO. /oY-51 A2.6 67 U COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED . 8/3/2016 5:04:28 PM BID SET 4" RECESSED CAN - HIGH EFFICACY Y SURFACE MOUNTED - HIGH EFFICACY PENDANT - HIGH EFFICACY I{O; SURFACE MOUNTED FLOOD LIGHT �Q DIRECTIONAL WALL WASHER - HIGH EFCY FLUORESCENT HIGH EFFICACY STRIP O LED RECESSED LIGHT -I-I— HOSE BIB CITY OF ENCINITAS - PARKS & RECREATION BY: FIRE MARINE SAFETY CENTER ENCINITAS, CALIFORNIA DATE: SECOND FLOOR REFLECTED CEILING PLAN ARC Ei� NNo.C25166 z 01/31/17 Q F�F �F CA�\�p�Z DRAWING NO. /oY-51 A2.6 67 U COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED . 8/3/2016 5:04:28 PM BID SET O O G ' SEE SHEET A6.2 ' SOUTH ELEVATION 1 2 3 4 i • __ �` RVATIQN n 32.30'' D FLOOR n 3- 0,63'lI ER DECK /1 28.97' .T FLOG_ 0' n 1930' V 22.10 EXTERIOR SHOWER, SEE PLUMBING DRAWINGS 26.11 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 26.16 FUTURE PHOTOVOLTAIC HOT WATER PANELS 26.17 FUTURE PHOTOVOLTAIC PANELS FINISH SCHEDULE MARK KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.21 LINE OF RETRACTABLE METAL STAIR IN UP POSITION 04.02 8" CMU WALL, MIXED HEIGHT BLOCK, SEE DETAIL 1/A8.6 FOR PATTERN 05.01 COLUMN: SEE STRUCTURAL DRAWINGS 05.05 METAL LOUVER PER LOUVER SCHEDULE 05.13 RETRACTABLE METAL STAIR 05.20 ZINC BEAM END CAPS TO MATCH ROOFING MATERIAL AND COLOR, SEE DETAIL 12/A8.4 06.02 BEAM, ALASKAN YELLOW CEDAR PER STRUCTURAL 0611 HARDWOOD LOUVER, STAINED AND SEALED 07.01 ROOFING: CLASS "A" STANDING SEAM METAL ROOFING ONENTILATION MAT O/ UNDERLAYMENT 07.15 GUTTER C 07.16 SCUPPER, SEE 2/A8.5 07.20 OVERFLOW SCUPPER SEE 1/A8.5 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.06 HIGH PERFORMANCE VANDALISM RESISTANT 1\S` GLAZING, MITERED AND BUTT JOINT 08.08 WALL CAVITY OPENING FOR EXTERIOR ROLLING WINDOW SECURITY SHUTTER. CONSEAL WITH VENEER CMU 0816 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 22.10 EXTERIOR SHOWER, SEE PLUMBING DRAWINGS 26.11 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 26.16 FUTURE PHOTOVOLTAIC HOT WATER PANELS 26.17 FUTURE PHOTOVOLTAIC PANELS FINISH SCHEDULE MARK ELEMENT DESCRIPTION MANU. /COLOR OROOF SEAM METAL DARK EXTERIOR EXPO LONDON OB CEMENT SAND FINISH FOG 08.16 TYP. PLASTER O DECORATIVE IPE WOOD STAIN FINISH SCALE: 1/4 = 1'- 0" LOUVERS ( LOUVERS OD i ALASKAN BEAM STAIN FINISH YELLOW CEDAR O WINDOW ANODIZED I CLEAR REVISIONS TRIM ALUMINUM DATE SUB- CONSULTANT RAILING CABLE RAILINGS STEEL OSEER MENT CONCRETE PER DETAIL 5/A -8.6 OH i CONCRETE SEE SPEC CLEAR SEALED O DECORATIVE METAL GALVANIZED 75% CD SUBMITTAL FENCING 7/8/16 OK EXTERIOR CEMENT SAND FINISH EXPO SALTY ENGINEERIN BY: PLASTER WHITE O LETTERS ANODIZED CLEAR 75 %CD SUBMITTAL -R1 ALUMINUM 7121116 OCMU BLOCK VARIETY PER DETAIL CITY PROJECT NO: 1 /A -8.6 OHAND RAILING OWOOD SIDING OCROSS IPE PER DETAIL SOLANA BEACH. CA 92075 12/A -8.16 © COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. afaiLu 10 a:ua:ua rvi Diu ac f t 1 1 J i AR�y E M 0 4 8' ' �� N E. WEST ELEVATION 01.21 05.13 04.02 TYP. 08.16 TYP. SCALE: 1/4 = 1'- 0" p 01 3117 czC OF CAX\� REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 1502 75% CD SUBMITTAL 7/8/16 ., Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 PUBLIC WORKS BY: ENGINEERIN BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: FIRE BY: MARINE SAFETY CENTER ENCINITAS, CALIFORNIA 1011e--51 A 75 %CD SUBMITTAL -R1 7121116 BID SET 813116 CITY PROJECT NO: SOLANA BEACH. CA 92075 16 -1691 t: 858.792.5906 / f: 858792.5916 DATE: 4. DATE: $/ 4/ Ib DATE: DATE: DATE: EXTERIOR ELEVATIONS © COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. afaiLu 10 a:ua:ua rvi Diu ac f t 1 1 J i REVISIONS 75% CD SUBMITTAL 75% CD SUBMITTAL - R1 BID SET m 59,91kilm • KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 03.01 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS 03.04 CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 03.05 CONCRETE DECK, SEE STRUCTURAL DRAWINGS 03.11 CONCRETE CURB W /INTEGRAL 1 "R COVE, SEE DETAIL 1 O C X/X-X.X & STRUCTURAL DRAWINGS 03.16 CONCRETE CURB 04.01 MU WALL PER PLAN 04.02 8' CMU WALL, MIXED HEIGHT BLOCK, SEE DETAIL j 1/A8.6 FOR PATTERN 05.10 GUARDRAIL 07.01 07.23 05.71 HANDRAIL - ' ( 06.03 WOOD FRAMING, SEE STRUCTURAL DRAWINGS T T 06.11 HARDWOOD LOUVER, STAINED AND SEALED 0 06.12 CASEWORK 06.32 WORK COUNTER PER SHEET A8.14 07.01 07.23 07.01 ROOFING: CLASS "A" STANDING SEAM METAL ROOFING 08.16 ' ' ONENTILATION MAT O/ UNDERLAYMENT G T 1 06.11 ' 07.23 THERMAL INSULATION: R -30 BATT @ ROOF, REF. T -24 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 41. 3 09.17 GYP. BD. CEILING 40. B. 1� 06.32 05.10. 17 05.10 05.10 a 04,02 03.05 , OBSERVATION i4 I 1 N As 2 - - - - - - - - - - -' - - - - OBSERVATION n 32.30' 2% 03.05 0 ro o ( 003 w 2.30' lI _SECOND FLOOR - - -- - - - - - - - ` - - - w - - - -- 30.63' 30.63' 4 e V 2 /o ► 2 !o LOWER DEC = . 2 /a a [1�� - - - - -� SECOND FLOOR � 2.8.97 - - _ x LOWER DECK 6� 28.97 A8.2 03.05 08.16 15 09.17 06.12 A8.2 09.17 06.12 04.01 09.17 LOCKER LOCKER 08.16 08.16 ROOM 1 ROOM 2 FIRST AID BREAK RM 1 04.02 03 05 [h __ FIRST FLOOR 19.30' - APPROVED I DATE 7/8/16 I ( I °r BUILDING SECTION 1/4" = 1' -0° SUB - CONSULTANT ) SDA PROJECT NO. 1502 CITY PROJECT NO: 16 -1691 BUILDING SECTION 1/4" = V -0" ARCHITECT APPROVALS Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING 444 S. CEDROS. STUDIO 190 BY. BY' q BY: _ SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 8 • DATE: DATE: 8 /4/ 1 6 DATE: PARKS & RECREATION BY: USED AR��, 0 4' 8' \�Q�F CI E �� i 0 SCALE: 114 = V- 0" * No. C25166 tP 01/31/17 Q O OF cp, � CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. FIRE MARINE SAFETY CENTER loy ,51 BY: ENCINITAS, CALIFORNIA A4.2 DATE: BUILDING SECTIONS vv�- . ��a� � � V I J l Gf fIGI� Vry61 V 1Y NIllif111 Gli 1 O lIYV. A" m1un 10 mm. =mvmu . 8/3/2016 5.05.06 PM BID SEI PER SCHED ER SCHED Je PER o PER �1 ER w = PER _ PER PER l �_ (SCHED. PER SCHED. a U N H U PER SCHED. - \ / o SCHED. M SCHED ti SCHED. Ilk 11 �, r p M N iv N _ ,� p r =� ♦ r �w x rr U N r r U cn _ o w w ♦ a �, _ 7t = U w a ` v o v U a ♦ m U x W a w = _ _ a M °- U w v w v w p p O U o x o z x w x w x w o w o x J a U a _ U a w = � w x w w w J ,_,� J U U U o- U \ / a 0- U o_ U U U U % F.F. � ;� O WINDOW SCHEDULE GLAZING NOTES NO LEVEL TYPE SIZE HEAD HEIGHT GLAZING TYPE FRAME DETAILS REMARKS TYPE TYPE NOTE FENESTRATION 1: 1(2" THICKINSULATED SAFETY GLASS 2: 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. SURFACE TO MEET THE FOLLOWING VALUES: MAX U- FACTOR MAX (R)SHGC W HT MATERIAL FINISH HEAD JAMB SILL 2 FIRST FLOOR A 2 0" 2' 0" 8' 0" 1 AL FAC FIN FROSTED 3 FIRST FLOOR A 4- 8" 2 -01l 9 - 4" 1 AL FAC FIN 5/A8.8 - 5/A8.8 4 FIRST FLOOR G 4 8" 2'- 0" 9'- 4" 1 AL FAG FIN 12/A8.9 6/A8.9 12/A8.9 5 FIRST FLOOR G 4 8" 2' 0" 9 - 4" 1 AL FAC FIN 12JA8.9 6/A8,9 12/A8.9 6 7 FIRST FLOOR FIRST FLOOR A A 2' -0" T - 4" 2' -0" 2' - 0" 8 -0" 8' -Olt 1 1 AL AL FAC FIN FAC FIN 12/A8.9 12/A8.9 6/A8.9 6/A8.9 12/A8.9 12/A8.9 FROSTED 8 FIRST FLOOR A 3' - 4" 2' - Q" 8'- 0" 1 AL FAC FIN 12/A8.9 6/A8.9 12(A8.9 9 FIRST FLOOR F 4' - 0" 4' - 4" 7' - 8" 1 AL FAC FIN 12/A8.9 6/A8.9 SIM 12/A8.9 10 FIRST FLOOR F 5' - 4" 4' - 4" T - 8" 1 AL FAC FIN 12/A8.9 6/A8.9 SIM 12/A8.9 11 FIRST FLOOR B 2' - 0" 4' - 4" T - 8" 1 AL FAC FIN 12/A8.9 6/A8.9 12/A8.9 12 FIRST FLOOR A 8' - Olt - 4" 7' - 8" 1 AL FAC FIN 12/A8.9 6 /A8.9 12/A8.9 13 FIRST FLOOR A 4' - 0" 4' - 4" 7'- 8" 1 AL FAC FIN 12/A8.9 6/A8.9 12/A8.9 14 FIRST FLOOR A 4' - 0" 1' - 4" 8' - 0" 1 AL FAC FIN 5/A8.8 - 5 /A8.8 15 OBSERVATION C 2' - 10" 6' - 0" 9' - 0" 1 AL FAC FIN 15/A8.9 2/A8.9 15/A8.9 A B C PER PER SCHED. SCHED. - - N co w w T o x U m F.F. D E (= G F{ J K _ PER PER PER N- PER PER PER 01 01 SCHED. dt SCHED. SCHED. SCHED. SCHED. SCHED. en �* n w iv N N N O M 1 N iv iv II - --'-11 x x x w w w w w w w o x o x U w U w U U) V) 16 OBSERVATION C 2'- 10" 6' - 0" 91-011 1 AL FAC FIN 15/A8.9 2/A8.9 15/A8.9 17 OBSERVATION C 3'-10" 6- 0" 9' - 0" 1 AL FAC FIN 15/A8.9 2/A8.9 15/A8.9 18 OBSERVATION C 31-8. 6- 0" 9' - 0" 1 AL FAC FIN 15/A8.9 5/A8.9 15/A8.9 19 OBSERVATION C 3--&- 6' - 0" 91-0. 1 AL FAC FIN 15/A8.9 5/A8.9 15/A8.9 20 OBSERVATION C 3' - 8' 6 - 0" 9' -01. 1 AL FAC FIN 15/A8.9 5/A8.9 15/A8.9 21 OBSERVATION C 3' .8" 6 - 0" 9'- 0' 1 AL FAC FIN 15/A8.9 5/A8.9 15/A8.9 22 OBSERVATION C 3' 8" 6. - 0" 9 U. 1 AL FAC FIN 15/A8.9 5/A8.9 15IA8,9 23 OBSERVATION C 3--g- 6' - 0" 9._O.1 1 AL FAC FIN 15/A8.9 5/A8.9 15 /A8.9 24 OBSERVATION G 31- 8" 6' - 0" �9' - 0" 1 AL FAC FIN 15/A8.9 5lA8.9 15/A8.9 25 OBSERVATION C 3 8" 6' -0" 9 0" 1 AL FAC FIN 15/A8.9 5(A8.9 15lA6.9 DOOR &WINDOW NOTES 26 OBSERVATION A 31-811 4' - 8" 7 - 8" 1 AL FAC FIN 10(A8.9 5/A8.9 15JA8.9 27 OBSERVATION A T -6" 4' 8" 7' -8" 1 AL FAG FIN 10/A8.9 - 5/A8.9 15/A8.9 1. 2. 3. 4. 5. 6. 7 8. 9. 10. 11 12. 13. 14. 15. 16. 17. 18, 19. 20. FIELD VERIFY ALL DIMENSION PRIOR TO ORDERING DOOR SWING DIRECTION PER PLAN WINDOW OPERATION PER TYPE DIMENSIONS DO NOT INCLUDE DOOR FRAME, U.N.O. ALL HARDWARE TO MATCH FRAME COLOR, U.N.O. PROVIDE SUITABLE ISOLATOR BETWEEN DIS- SIMILAR METALS ILE, ALUMINUM & STEEL) STOREFRONT SYSTEMS MAY REQUIRE STEEL REINFORCEMENT PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE REINFORCEMENT AS REQUIRED REFER TO SPECIFICATIONS FOR DOOR & WINDOW MANUFACTURER AND PRODUCT INFORMATION REFER TO SPECIFICATIONS FOR HARDWARE SETS ALL GLAZING IN DOORS SHALL BE TEMPERED. EACH DOOR IN MEANS OF EGRESS SHALL BE PROVIDED WITH PANIC HARDWARE. DOORS WITH PANIC HARDWARE, ALSO REQUIRE KICK PLATE. 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 BY OPERATION OF THE LOCKING DEVICESHALLNOTBEUSED LOWER 10" OF ALL (PERSON) DOORS COMPLY WITH SECTION 11336.2.6: A. TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. B. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR. ALL HAND- ACTIVATED DOOR OPENING HARDWARE MEETS THE FOLLOWING REQUIREMENTS, PER SECTION 1133B.8.5 A. LATCHING, OR LOCKING, DOORS IN PATH OF TRAVEL ARE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH /PULL ACTIVITY BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. B. ALL EGRESS DOOR HARDWARE SHALL BE CENTERED > 30" BUT < 44" ABOVE FINISH FLOOR LEVEL. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 81 /2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO NOT EXCEED 15 POUNDS. SECTION 11336.2.5, ALL OPERABLE WINDOWS AND FIXED, OPEN -AIR LOUVERS SHALL HAVE INSECT SCREENS. ALL WINDOWS (U.O.N.) SHALL BE DOUBLE GLAZED PER TITLE 24 REQUIREMENTS. ALL MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRCj AND SHOWING COMPLIANCE WITH THE TITLE 24 ENERGY CALCULATIONS. GEOMETRIC DOOR SIGNAGE PER CBC 111566 KEYING OF LOCKSETS TO MEET THE CITY'S STANDARD SYSTEM FOR KEYING PUBLIC PROJECTS. COORDINATE KEYING WITH CITY OF ENCINITAS AND CITY OF ENCINITAS MARINE SAFETY. �`JSED ARC/y /T * `r' N0. C25166 z '* � 01(31!17 Q OF CA�,�o�� 28 OBSERVATION A 31-B.. 4'- 8" T- 8" 1 AL FAC FIN 10/A8.9 5/A8.9 15/A8.9 29 OBSERVATION F 5'- 8" 4'- 2" 7' - 2" 1 AL FAC FIN 10/A8.9 3/A8.9 15/A8.9 30 SECOND FLOOR F 3' - 0" 1' - 10" 2'- 6" 1 AL FAC FIN 31 SECOND FLOOR F 3' - 0" 1' - 10" 2' - 6" 1 AL FAC FIN 32 SECOND FLOOR F T - 0" 1' -101, 2' - 6" 1 AL FAC FIN - -- 33 SECOND FLOOR F 3'- 0" 1' -101. 2' - 6" 1 AL FAC FIN 34 SECOND FLOOR E 3'-0' 8' - 2" 8' - 10" 1 AL FAC FIN 10/A8.9 2/A8.9 12/A8.8 35 SECOND FLOOR D 3' - 10" 8' - 8" 9' -4' 1 AL FAC FIN 10/A8.9 2/A8.9 12/A8.8 L N Q P Q R S T WINDOW TYPES , 36 SECOND FLOOR D 3' -10" 81- 8" 9' - 4" 1 AL FAC FIN f0/A8,9 2/A8.9 12/A8.8 37 SECOND FLOOR D 3' - 10" 8' - 8" 9' - 4" 1 AL FAC FIN 10/A8.9 2/A8.9 12/A8.8 38 OBSERVATION K 2'- 10" V- 9 7/8" 12'- 1 27/32" 1 AL FAC FIN 15/A8.9 151A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 39 OBSERVATION J 2' 10" 2'- 31 /2" 12' - 71 /2" 1 AL FAC FIN 15/A8.9 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 40 OBSERVATION H T- 10" 12'- 10 1/4" 13' - 2 9/32" 1 AL FAC FIN 151/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 41 OBSERVATION S 3'- 8" 2' - 11 1/2" 13'- 3 1/2" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. - - - 1/4"= 1' -0" o PER PER w w PER PER PER PER x SCHED. x SCHED. N Q v - SCHED. U SCHED. r '- SCHED. r SCHED. - a cn d. in w a a "' iv r `� r o ... ® _ ® A B C D E F N PER PER PER PER PER PER °J PER SCHED. SCHED. v SCHED. C2 SCHED. r' SCHED, o SCHED. SCHED. PER N N IN _ __ SCHED - v N a a ® o - � G H J K L III N O �( LOU f E Q S R _ 42 OBSERVATION R 3' 8' 2- 11" 13'-3" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 43 OBSERVATION Q 3' - 8' 2'- 10" 13' - 2" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 44 OBSERVATION P 3'- 8' 2'-71/2' 12'- 11 1/2" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 45 OBSERVATION O 3'- 8' 2' - 3" 121-711 1 AL FAC FIN 15lA8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 46 OBSERVATION N 3'- 8" 1' -111, 12' - 3" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 47 OBSERVATION M 3 - 8' l'- 6 1 /2" 11 - 10 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 48 OBSERVATION L 3 - S" 1' - 1 1/2" 11' - 5 1/2.. /2" 1 AL FAC FIN 15/A8.9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. 49 SECOND FLOOR T 3'-41- 1 - 4" 13'- 4" 1 AL FAC FIN 15/A8.9 SIM 15/A8 9 HEAD HTS. VARIES, V.I.F. SEE ELEV. FOR SILL HT. ( C LXX LOUVER SCHEDULE NO LEVEL TYPE LOUVER FRAME DETAILS REMARKS SIZE HEAD HEIGHT FINISH MATERIAL FINISH MATERIAL HEAD JAMB SILL W HT LOt LEVEL 1 A 2' - 0" 1' -01, 8' - 4" FAC FIN AL FAC FIN AL 4/A8.8 - 4/A8.8 SEE MECH. DWG L02 LEVEL 1 A 2' - 0" 1' - 0" 8'- 4" FAG FIN AL FAC FIN AL 4JA8.8 - 4 /A8.8 SEE MECH. DWG L03 LEVEL 1 A 1' - 0" V-0.1 10' - 4" FAC FIN AL FAC FIN AL 4/A8.8 41A8.8 SEE MECH. DWG L04 LEVEL 1 A 11-01. it - 0" 91-4. FAC FIN AL FAC FIN AL 4/A8.8 4/A8.8 SEE MECH. DWG L05 LEVEL 1 A 4'- 5" 11-01, HORIZONTAL FAC FIN AL FAC FIN AL - SEE RCP & MECH. DWG L06 LEVEL 1 A 2' - 6" 2' - 6" HORIZONTAL FAC FIN AL FAC FIN AL - SEE RCP & MECH. DWG 1/4" = 1' -0" 2" 2" 2" 2" PER PER PER SCHED, PER PER SCHED. SCHED. 2„ 2, SCHED. PER PER SCHED. EQ EQ „ U e- - 4" SCHED. SCHED. 6.. 2, _ 0.. 4„ 2' _ 4" r r r r o rr rr `� rr w N w r r r ` �� // w = r p r�f D r ♦ G3 CO r U w = U r w /f w ro r ` = t/ Ui� r U 0 fif U) x w -® U ` w ♦ w o x w a ` x ♦ x ♦ r x \ ww a ♦ ♦ w ♦ ww ♦ r wa ♦ o- ` ` r ♦h ♦♦ ♦♦ rr ♦ ♦ ♦ ♦ r F.F. \ r L07 LEVEL 1 A 9" 9" HORIZONTAL FAC FIN AL FAC FIN AL - SEE RCP & MECH. DWG L08 LEVEL 1 A 9" 9" HORIZONTAL FAC FIN AL FAC FIN AL - SEE RCP & MECH. DWG L09 LEVEL 1 A 8" 2' - 0" 11-511 FAC FIN AL FAC FIN AL 4/A8.8 - 4 /A8.8 SEE MECH. DWG L10 OBSERVATION B 2'- 0" 2' -0" 81-01. SEALED IPE SEALED IPE 151A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10'- 4" SILL HT. L11 OBSERVATION C T - 10" 2'- 10 1/4" 13' -2 9/32" SEALED IPE SEALED IPE 15/A8.9 15lA8.9 HEAD HEIGHTS VARIES. 10' -4" SILL HT. L12 OBSERVATION D 2' - 10" 2' - 3 1/2" 12' - 7 1/2" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10'- 4" SILL HT. L13 OBSERVATION E 2'- 10" l'- 9 7/8" 12'- 127/32" SEALED IPE SEALED IPE 15/A8.9 151A8.9 HEAD HEIGHTS VARIES. 10'- 4" SILL HT. L14 OBSERVATION F 3'- 8, 1' -1 1/2" 1 T- 5 1/2" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10, 4" SILL HT. L15 OBSERVATION G 3'- 8" V- 6 1/2" 11' - 10 1/2" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10' - 4" SILL HT. L16 OBSERVATION H 3' - 8" 1' - 11" 121-311 SEALED IPE SEALED IPE 151A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10'- 4" SILENT. L17 OBSERVATION J T- 8" 2'- 3" 12'- 7" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10'- 4" SILL HT. L18 OBSERVATION K T - 8" 2' - 7 1/2" 12' -11 1/2" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES 10' - 4" SILL HT. L19 OBSERVATION L T - 8" 2' 10" 13' - 2" SEALED IPE SEALED IPE 15/A8.9 151A8.9 HEAD HEIGHTS VARIES. 10' - 4" SILL HT. L20 OBSERVATION M T - 8" 2' - 11" IT - 3" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10' 4' SILL HT L21 OBSERVATION N 3' - 8" 2' - 11 1/2" 13' - 3 1/2" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10' - 4' SILL HT. L22 SECOND FLOOR 0 3' - 4" V - 4" 13' - 4" SEALED IPE SEALED IPE 15/A8.9 15/A8.9 HEAD HEIGHTS VARIES. 10' - 4" SILL HT. 101 DOOR SCHEDULE o o A B C D E F � G FULL GLAZING DUTCH SLIDING SINGLE PANEL COILING SECURITY INTERIOR SINGLE PANEL PARTIAL GLAZING DOUBLE DOORS, FULL GLAZING PER SCHED. PER PER SCHED. SCHED. r r r r r r r r r W'. r o o r x rr = y rr U sg U U 9, . ♦ w ♦ a a _ ♦ -l'- 6" a ` LOUVER F.F. \` ♦. NO LOCATION TYPE DOOR FRAME HDWR DETAILS REMARKS SIZE MATERIAL FINISH MATERIAL FINISH HEAD JAMB. SILL W HT THICK 01A LOBBY A 3' - 0" 6'- 8" 13/4" ALUM ANNO ALUM ANNO A460 3/A8.7 02A HALL B 3'- 0" 6' - 8" 13/4" FRP MATTE ALUM ANNO 042 026 HALL A 3'- 0" 6' - S" 13/4" ALUM ANNO ALUM ANNO A460 3/A8.7 03A LOCKER ROOM 1 J 3' - 0" 6' - 8" 13/8" FRP MATTE ALUM ANNO 002 6/A8.7 6/A8.7 - LOUVERED SEE 12/A8.7 05A LOCKER ROOM 2 J 3' - 0" 6 - 8" 1 3/8" FRP MATTE ALUM ANNO 002 6/A8.7 6 /A8.7 - LOUVERED SEE 12/A8.7 07A RESTROOM 2 C 3' - 4" 6 - 8" 1 3/4" FRP MATTE ALUM ANNO 962 8/A8.7 7/A8.7 7 /A8J 08A RESTROOM 1 C 3' - 4" 6 - 8" 1 3/4" FRP MATTE ALUM ANNO 962 8/A8.7 7/A8.7 7/A8.7 09A SHERIFF D 51- 4" 8' - 0" 2" ALUM ANNO T ALUM ANNO 960 4/A8.7 5/A8.7 10A UTILITY E 3'-0' T - 2" 13/4' FRP MATTE ALUM ANNO 051 11//A8.7 11/A8.7 - 11A SERVER ROOM E 3' - 0" 7' - 2" 1 3/4" FRP MATTE ALUM ANNO 051 11 //A8.7 11/A8.7 - DOOR TO BE KEYED 14A FIRST AID G 5-- 8" 71-611 1 3/4" FRP MATTE ALUM ANNO 665 11//A8.7 11/A8.7 3 /A8.7 146 FIRST AID E 3' - 0" T - 2" 1 314" FRP ANNO ALUM ANNO 032 11(/A8.7 11/A8.7 15A STORAGE C 3'- 4" 6' - 8" 1 3/4" FRP ANNO - - 962 11 / /A8.7 11 /A8.7 16A ELECTRICAL H 3' - 0" 7' - 6" 1 3/4" FRP MATTE FRP MATTE 450 11 //A8.7 11/A8.7 - 17A OBSERVATION A 3' - 0" 7' - 4" 1 3/4" ALUM ANNO ALUM ANNO A461 2/A8.7 17B OBSERVATION A 3' - 0" 7'- 4" 13/4" ALUM ANNO ALUM ANNO A461 2/A8.7 18A OBSERVATION A 3' -0" 7' -4" 13/4" ALUM ANNO ALUM ANNO A461 2±8.7 0 H J K L EXTERIOR SINGLE PANEL INTERIOR SOLID METAL GATE CURVED METAL GATE DOOR TYPES 22A EXTERIOR AREA L 2' STL GALV STL GALV 978 - - - SEE A -8.1 228 E ERIOR AREA K 3'--511 T- 9'3/4" 2" STL GALV STL GALV 966 SEE A -8.1 i REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 1502 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 76% CD SUBMITTAL 7/8/16 Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / I: 858.792.5916 PUBLIC WORKS BY: p �t DATE: ENGINEERING BY: DATE: BUILDING BY: &PLANNING PARKS BY: &RECREATION BY: FIRE MARINE SAFETY CENTER ENCINITAS, CALIFORNIA °Y -s� A5.1 75% CID SUBMITTAL - R1 7/21/16 BID SET 8/3/16 CITY PROJECT NO: 16 -1691 DATE: DATE: DATE: WINDOW, DOOR & LOUVER SCHEDULES © COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. 8/3/2016 5:05:10 PM BID SET I.� V\ U) w v _ a N e MAIN STAIR SECTION 1 1\- % 3/8" = REVISIONS APPROVED I DATE SUB - CONSULTANT 75% CD SUBMITTAL 718/16 75% CD SUBMITTAL - R1 7/21/16 BID SET R /3/1R J/ SDA PROJE 1502 CITY PROJECT NO: 16 -1691 T.O.B. n 41.63' -v OBSERVATION /1 32.30' SECOND FLOOR Il 30._63_'C _ LOWER DECK 28.9 - _ n 7' �1 _ FIRST FLOOR I1 19.330' v MAIN STAIR PLAN - LEVEL 2 3/8" = 1' -0" 1 i c si Lu w co v 0 08.01 ELECTRICAL N 16 01.18 i s i i i i i i i f i i STORAGE 15 z 2 i SERVER ROOM 11 OBSERVATION 18 2 0 0 Q w w J C) T 1 • nrim,611 z _OBSERVATION n a 32.30' _ SECOND FLOOR A-\ 30.63' to _ LOWER DECK /1 28.9T HALL 02 1 TYP. 03.11 R FIRST FLOOR a _ - f9.39 a, , a a P ♦: a ,4 :_ _ e y - 'b.� a �b' � a a F µb MAIN STAIR SECTION 2 \ 1 3/8" = 1'-0" ARCHITECT APPROVALS Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION � //'�j 444 S. CEDROS. STUDIO 190 BY: &Zq- I�K. IL BY: AA BY: BY: SOLANA BEACH. CA 92075 1: 858.792.5906 / f: 858.792.5916 T3 /� d DATE: DATE: DATE: 8-44(6 DATE: BY: DATE: FIRE KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.18 OPEN TO ABOVE 03.01 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS 03.05 CONCRETE DECK, SEE STRUCTURAL DRAWINGS 03.08 CONCRETE STAIRS, SEE STRUCTURAL DRAWINGS 03.11 CONCRETE CURB W /INTEGRAL 1 "R COVE, SEE DETAIL X/X -X.X & STRUCTURAL DRAWINGS 03.15 FLOOR / ROOF FRAMING, REF. STRUCTURAL DRAWINGS 03.25 POT SHELF 04.01 CMU WALL PER PLAN 04.02 8" CMU WALL, MIXED HEIGHT BLOCK, SEE DETAIL 1/A8.6 FOR PATTERN 05.10 GUARDRAIL 05.11 HANDRAIL 05.23 06.01 BEAM, SEE STRUCTURAL DRAWINGS 06.08 WOOD FRAMED PARAPET WALL TYP. 07.07 ROOFING PER ROOF PLAN 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 08.21 STOREFRONT ASSEMBLY. SEE STOREFRONT SCHEDULE 09.04 2" PAINTED CONTRASTING COLOR STRIPE PARALLEL TO & 1" FROM THE NOSE OF THE STEP. 09.13 5 /8" TYPE 'X' GYP. BD. 09.16 GYP. BD. SOFFIT / DROPPED CEILING 26.06 LIGHT COVE, SEE ELECTRICAL DRAWINGS 26.17 I FUTURE PHOTOVOLTAIC PANELS CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA ENLARGED STAIR PLANS/ SECTIONS AR\/ 140y--51 AU �..++�..,..,... .,. JIG:. -flGl \VMLIV / \NllliflllCli1J 11YV. /{LL 11111111u11'iCJCISYGU. 813120165:05:tS PM BID SET l l N J o1C25166 0/317 DRAWING NO. 140y--51 AU �..++�..,..,... .,. JIG:. -flGl \VMLIV / \NllliflllCli1J 11YV. /{LL 11111111u11'iCJCISYGU. 813120165:05:tS PM BID SET l l N J STAIR 3 PLAN 3/9'= V -0" REVISIONS CD SUBMITTAL CD SUBMITTAL - R1 SET L! APPROVED STAIR 2 PLAN - LEVEL 2 3/8" = V -0" 01 STAIR 3 SECTION 3/9'= V -0" ;ERVATION 32.30' `/ IND FL�OO.R 30.63' v WER DECK Il 2897 l7 DATE SUB- CONSULTANT ,UA I'HVJtG I Nv. ARCHITECT 16 1502 116 Stephen Dalton Architects, INC. 16 CITY PROJECT NO: , 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 16 -1691 t: 858.792.5906 / f: 858.792.5916 ■ KEYNOTES _ NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND 1 n ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER G REFERENCED OR NOT. 03.03 CONCRETE PAD, SEE STRUCTURAL DRAWWNGS 03.05 CONCRETE DECK, SEE STRUCTURAL DRAWINGS 03.08 CONCRETE STAIRS, SEE STRUCTURAL DRAWINGS 03.09 EXT CONCRETE STAIRS, SEE STRUCTURAL DRAWING: 05.10 GUARDRAIL 05.11 HANDRAIL 05.13 RETRACTABLE METAL STAIR 05.14 METAL STEEL STAIR STRINGER 05.15 METAL STAIR TREADS i 06.12 CASEWORK 07.07 ROOFING PER ROOF PLAN j07.15 GUTTER 09.04 2" PAINTED CONTRASTING COLOR STRIPE PARALLEL TO & 1" FROM THE NOSE OF THE STEP. 26.10 RETRACTING STAIR HOIST 31.05 SAND STAIR 2 SECTION 3/8" = V -0" STAIR 4 PLAN 3/8" = 1' -0" In Li NT _� STAIR 4 SECTION 3/8" = 1' -0" APPROVALS PUBLIC WORKS 'l ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE BY:� BY: BY: BY: BY: DATE: S ' I b DATE: f).0eit,/ IA DATE: DATE: DATE: _OBSERVATION 32.30' SECOND FLOOR __n 30.63' V LOWER DECK n 28.97 & FIRST FLOOR 19.30' n -V OBSERVATION n 32.30' V SECOND FLOOR n 30.63' CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA ENLARGED STAIR PLANS/ SECTIONS mu., i No. C25166 01/31/17 Q 9ol\F �F CAS -`�oQ� DRAWING NO. /00 y__51 A6.2 o ELI wNYHIUH i VY S I tPHtN UALTUN ARCHITECTS INC. ALL RIGHTS RESERVED. 813/2016 5:08:31 PM BID SET REVISIONS 76% CD SUBMITTAL 75% CD SUBMITTAL - BID SET APPROVED 1 DATE SUB - CONSULTANT i 1502 CITY PROJECT NO: 16 -1691 NORTH WEST I.. 1/4" = 1 -0" 02�HALL . 1/4 1 0 T NORTH EAST EAST alp " FA Ow IN Ull ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 It: 858.792.5906 / f: 858.792.5916 PUBLIC WORKS ENGINEERING BY: G. /.�4 BY: DATE: 93-+.j(6 DATE: EAST WEST SOUTH WEST WEST SOUTH KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.17 OPEN BEYOND 01.18 OPEN TO ABOVE 03.01 CONCRETE SLAB, SEE STRUCTURAL_ DRAWINGS 03,08 CONCRETE STAIRS, SEE STRUCTURAL DRAWINGS 0310 CONCRETE STAIR TREAD 0312 CIP SEDEMENTARY WALL, SEE DETAIL 5/A8.6 04.01 CMU WALL PER PLAN 05.05 METAL LOUVER PER LOUVER SCHEDULE _ 05.10 GUARDRAIL 05.11 HANDRAIL 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.02 DOOR HARDWARE PER DOOR SCHEDULE 08.21 ISTOREFRONT ASSEMBLY. SEE STOREFRONT 09,16 GYP. BD. SOFFIT/ DROPPED CEILING N 12.04 EXTERIOR ROLLING WINDOW SECURITY SHUTTER W 21.02 FIRE EXTINGUISHER IN SEMI- RECESSED CABINET, SEE DETAIL 10 &11/A8.6 iAl V 21.04 FIRE ALARM ANNUNCIATOR 26.06 LIGHT COVE, SEE ELECTRICAL DRAWINGS 26.14 RED ALERT LIGHT. SEE ELECTRICAL DRAWINGS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1/A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 I ACESSORIES DETAIL 4/A8.12 2. INSSALLATION OF CONDUIT OR UTIUTY PIPES IN PUBLIC AREAS SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3. SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES APPROVALS CITY OF ENCINITAS - PARKS & RECREATION BUILDING & PLANNING PARKS & RECREATION FIRE MARINE SAFETY CENTER BY: BY: ENCINITAS, CALIFORNIA TE: DATE: DATE: INTERIOR ELEVATIONS J F l * " No. C25166 z 01/31/17 Qq DRAWING NO. /° iy S/ A7.0 W ........ �..... ��..�...+......... r�ria.ru . ��.. uw. h�� n.un o nwcnvcv . 8/312016 5:06:38 PM BID SET 04 SHOWER 1 1/4" = V -0" ,- = REVISIONS APPROVED DATE CD SUBMITTAL 718/16 CD SUBMITTAL - R1 7121/16 SET ftruia EAST © COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED. A14 A13 SUB - CONSULTANT SOUTH f C 'J e SDA PROJECT NO. 1502 CITY PROJECT NO: 16 -1691 A11 W 1/4" = 1' -U" . i ITI PIP I li _ l LOCKER ROOM 2 1/4.. = 1. -0,. WEST ARCHITECT 22.12 09.20 22.18 Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 0-0 t i I I Lim WEST ARCHITECT 22.12 09.20 22.18 Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 0-0 t 12.04 1 1 06674 06.23 EAST` 0-816 06.12 Lim ® v e ® ® e e D ®- D ®- " u D ��sri�ll 0 12.04 1 1 06674 06.23 EAST` 0-816 06.12 06.23 06.24 EAST SOUTH X11 WEST WEST NORTH EAST SOUTH WEST SHOWER _2 1/4" = 1'-0" APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE BY:.� BY: BY: BY: BY: DATE: S' 4' ` DATE: _$ /4 .I DATE: DATE: DATE: KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 03.16 4" CONCRETE CURB 06.12 CASEWORK 06.23 ACCESSIBLE LOCKER W/ COMPLIANT HARDWARE 06.24 LOCKERS PER SPECS 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 06.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 08.21 STOREFRONT ASSEMBLY. SEE STOREFRONT SCHEDULE 09.20 WALL FINISH PER INTERIOR FINISH SCHEDULE 12.04 1EXTERIOR ROLLING WINDOW SECURITY SHUTTER 22.12 1 SHOWER HEAD, SEE PLUMBING DRAWINGS 22.17 ACCESSIBLE LAVATORY, SEE PLUMBING DRAWINGS 22.18 ACCESSIBLE SHOWER SPRAY UNIT, SEE PLUMBING DRAWINGS 22.22 ACCESSIBLE SHOWER WATER CONTROLS, SEE PLUMBING DRAWINGS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1/A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3. SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA INTERIOR ELEVATIONS /ED ACnC251'66 � �r 01/31/17 / Q 0� cp, DRAWING NO. /° y s/ AM 8/3/2016 5:05:42 PM BID SET Q Q 11'0 vl ® v e ® ® e e D ®- D ®- D ® 0 06.23 06.24 EAST SOUTH X11 WEST WEST NORTH EAST SOUTH WEST SHOWER _2 1/4" = 1'-0" APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE BY:.� BY: BY: BY: BY: DATE: S' 4' ` DATE: _$ /4 .I DATE: DATE: DATE: KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 03.16 4" CONCRETE CURB 06.12 CASEWORK 06.23 ACCESSIBLE LOCKER W/ COMPLIANT HARDWARE 06.24 LOCKERS PER SPECS 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 06.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 08.21 STOREFRONT ASSEMBLY. SEE STOREFRONT SCHEDULE 09.20 WALL FINISH PER INTERIOR FINISH SCHEDULE 12.04 1EXTERIOR ROLLING WINDOW SECURITY SHUTTER 22.12 1 SHOWER HEAD, SEE PLUMBING DRAWINGS 22.17 ACCESSIBLE LAVATORY, SEE PLUMBING DRAWINGS 22.18 ACCESSIBLE SHOWER SPRAY UNIT, SEE PLUMBING DRAWINGS 22.22 ACCESSIBLE SHOWER WATER CONTROLS, SEE PLUMBING DRAWINGS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1/A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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, ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3. SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA INTERIOR ELEVATIONS /ED ACnC251'66 � �r 01/31/17 / Q 0� cp, DRAWING NO. /° y s/ AM 8/3/2016 5:05:42 PM BID SET Q Q 11'0 vl IT NORTH EAST SHERIFF 1/4" = 1 -0" REVISIONS APPROVED DATE 75% CD SUBMITTAL 7/8116 75% CD SUBMITTAL - R1 7/21/16 BID SET 8/3/16 SUB - CONSULTANT SOUTH PROJECT 1502 CITY PROJECT NO: 16 -1691 WEST ARCHITECT Stephen Dalton Architects, INC 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 1' A NORTH EAST SOUTH WEST RESTROOM 2 1/4" = V -0" H, NORTH EAST RESTROOM 1 1 /4" = V -0" ffil I UTILITY 1/4" = V -0" APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING BY: BY: BY: DATE: S' 4- I DATE: DATE: EAST SOUTH WEST SOUTH WEST KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 03.11 CONCRETE CURB W /INTEGRAL 1 "R COVE, SEE DETAIL X/X -X.X & STRUCTURAL DRAWINGS 04.01 CMU WALL PER PLAN 06.32 WORK COUNTER PER SHEET A8.14 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 22.02 WATER HEATER ON 18" RAISED PLATFORM. INSTALL SEISMIC STRAPS PER PLUMBING DRAWINGS 22.15 ACCESSIBLE TOILET, SEE PLUMBING DRAWINGS 22.16 ACCESSIBLE URINAL, SEE PLUMBING DRAWINGS 22.17 ACCESSIBLE LAVATORY, SEE PLUMBING DRAWINGS 26.06 LIGHT COVE, SEE ELECTRICAL DRAWINGS O GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1/A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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. ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3. SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES CITY OF ENCINITAS - PARKS & RECREATION PARKS & RECREATION FIRE MARINE SAFETY CENTER BY: BY: ENCINITAS, CALIFORNIA DATE: DATE: INTERIOR ELEVATIONS ��Stio ARCy�� v No. C25166 z 01/31/17 q DRAWING NO. /aY 51 A7.2 8/3/2016 5:05 :46 PM BID SET 4 G U REVISIONS APPROVED ( DATE 75% CD SUBMITTAL- R1 7!21!16 BID SET sttt�a D COPYRIGHT BY STEPHEN DALTON ARCHITECTS INC. ALL RIGHTS RESERVED SUB- CONSULTANT 4S i L SDA PROJE 1502 M CITY PROJECT NO: 16 -1691 11 10F / STORAGE 14' = 1' -0" 01.17 ° N 14„ -� 1/4" = 11 EAST !o (p N 0117 C? � O � �� —�- I w (V or 1' - 6" 2' - 6" L2'- 0" 14„ -� 1/4" = 11 EAST b X o !o (p N 0117 C? � O � �� —�- I w (V b X o M t NORTH FIRST AID 1/4" = 1' -0° ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 - -- -- - -�-__ 1. I i 0117 C? � O � �� —�- I or n e M t NORTH FIRST AID 1/4" = 1' -0° ARCHITECT Stephen Dalton Architects, INC. 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / f: 858.792.5916 - -- -- - -�-__ 1. I i or ca. i i i i in IF7�, I// SOUTH 12.04 F 12.04 08.01 08.01 08.16 EAST WEST SOUTH A16 A15 08.01 08.16 or < i< in IF7�, I// 08.01 08.01 08.16 EAST WEST SOUTH A16 A15 08.01 08.16 1' -8" 3' -6" T -0" 6' - 6" SOUTH APPROVALS PUBLIC WORKS ENGIN�EE_RING BUILDING & PLANNING PARKS & RECREATION BY: G.IC -J?LU of BY:A6,� / BY: BY: DATE: S�� DATE: - �14 -t fi DATE: DATE: BY: DATE: FIRE CABINET DEEP DEEP CABINET CABINET WEST �N KEYNOTES NOTE: I KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.17 OPEN BEYOND _ 03.11 CONCRETE CURB W /INTEGRAL 1 "R COVE, SEE DETAIL X/X -X,X & STRUCTURAL DRAWINGS 04.01 CMU WALL PER PLAN 06.10 1 REMOVABLE BASE CASEWORK 06.12 CASEWORK 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 09.03 BACKSPLASH PER FINISH SCHEDULE 12.04 EXTERIOR ROLLING WINDOW SECURITY SHUTTER 22.11 ACCESSIBLE SINK & FAUCET W/ GARBAGE DISPOSAL OPERATED W/ ACCESSIBLE WALL SWITCH 22.21 WALL RECESSED WATER OUTLETBOX FOR FRIDGE GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1 /A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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. ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3, SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA INTERIOR ELEVATIONS AR�y�� E. * No, C25166 z 01/31/17 Q 9�R OF CAS -\�� DRAWING NO. A7.3 8/3/2016 5:05:48 PM BID SE7 < i< in IF7�, I// O In N \ �t1 -- El- -- 1' -8" 3' -6" T -0" 6' - 6" SOUTH APPROVALS PUBLIC WORKS ENGIN�EE_RING BUILDING & PLANNING PARKS & RECREATION BY: G.IC -J?LU of BY:A6,� / BY: BY: DATE: S�� DATE: - �14 -t fi DATE: DATE: BY: DATE: FIRE CABINET DEEP DEEP CABINET CABINET WEST �N KEYNOTES NOTE: I KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.17 OPEN BEYOND _ 03.11 CONCRETE CURB W /INTEGRAL 1 "R COVE, SEE DETAIL X/X -X,X & STRUCTURAL DRAWINGS 04.01 CMU WALL PER PLAN 06.10 1 REMOVABLE BASE CASEWORK 06.12 CASEWORK 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 09.03 BACKSPLASH PER FINISH SCHEDULE 12.04 EXTERIOR ROLLING WINDOW SECURITY SHUTTER 22.11 ACCESSIBLE SINK & FAUCET W/ GARBAGE DISPOSAL OPERATED W/ ACCESSIBLE WALL SWITCH 22.21 WALL RECESSED WATER OUTLETBOX FOR FRIDGE GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1 /A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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. ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3, SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES CITY OF ENCINITAS - PARKS & RECREATION MARINE SAFETY CENTER ENCINITAS, CALIFORNIA INTERIOR ELEVATIONS AR�y�� E. * No, C25166 z 01/31/17 Q 9�R OF CAS -\�� DRAWING NO. A7.3 8/3/2016 5:05:48 PM BID SE7 NORTH OBSERVATION 1/4` = 1'4" NORTH OBSERVATION 1/4" = I'0" 1 EAST TYP. TYP. TYP, M i Z_ia" a._e. a.. q, 4' 4" SOUTH NORTH EAST OBSERVATION ■ V j 1/4" = 1' -0" 0 v wm ON EAST SOUTH EAST 0 v WEST WEST KEYNOTES NOTE: KEYNOTES ARE CONSIDERED "TYPICAL" (U.N.O.) AND ARE TO BE APPLIED TO SIMILAR ITEMS WHETHER REFERENCED OR NOT. 01.17 OPEN BEYOND 01..20 OPEN TO BELOW 03.08 _ CONCRETE STAIRS, SEE STRUCTURAL DRAWINGS 03.11 CONCRETE CURB W /INTEGRAL 1"R COVE, SEE DETAIL X/X -X.X & STRUCTURAL DRAWINGS 05.11 HANDRAIL 06.02 BEAM, ALASKAN YELLOW CEDAR PER STRUCTURAL 06.12 CASEWORK 06.17 COUNTERTOP: PLASTIC LAMINATE 06.30 PLASTIC LAMINATE COUNTERTOP 06.32 WORK COUNTER PER SHEET A8.14 08.01 DOOR: REF. FLOOR PLAN AND DOOR SCHEDULE 08.16 WINDOW: REF. FLOOR PLAN AND WINDOW SCHEDULE 08.21 STOREFRONT ASSEMBLY. SEE STOREFRONT SCHEDULE 13.02 SECONDARY SERVER CABINET 21.02 FIRE EXTINGUISHER IN SEMI - RECESSED CABINET, SEE DETAIL 10 &11 /A8.6 23.09 VENT, SEE MECHANICAL DRAWINGS 26.07 ALL SERVER EQUIPMENT ON SEPARATE BREAKER, REI ELECTRICAL DRAWINGS 26.14 RED ALERT LIGHT, SEE ELECTRICAL DRAWINGS GENERAL NOTES 1. FOR MOUNTING HEIGHTS AND CLEARANCE REQUIRMENTS OF RESTROOM FIXTURES AND ACCESSORIES SHOWN, SEE; TOILETS DETAIL 1/A8.12 URINALS DETAIL 3/A8.12 LAVATORIES DETAIL 2/A8.12 ACESSORIES DETAIL 4/A8.12 2. INTSALLATION 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. ALL CONDUIT AND UTILITY PIPING SHALL BE RUN PARALLEL TO, OR AT RIGHT ANGLES TO, BUILDING WALLS AND STRUCTURAL MEMBERS, U.N.O. 3. SEE SHEET A5.2 FOR ACCESSORY & FINISH SCHEDULES WEST SSE© ARCyi Q, �� E Dq! � -A —A -* No. c25166 �F CAS\ REVISIONS APPROVED DATE SUB- CONSULTANT SUAFKUJhUI NU. 1502 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CID SUBMITTAL 7/8/16 ♦ Stephen Dalton Architects, INC. p 444 S. CEDROS. STUDIO 190 SOLANA BEACH. CA 92075 t: 858.792.5906 / t: 858,792.5916 PUBLIC WORKS BY. DATE: 0- dr - L6 ENGINEERING BY: DATE:. ¢-/I G BUILDING & PLANNING BY: PARKS &RECREATION BY: FIRE BY: MARINE SAFETY CENTER ENCINITAS, CALIFORNIA / 0y A7.4 75 %CD SUBMITTAL -R1 7121/16 BID SET 813/16 CITY PROJECT NO: 16 -1691 DATE: DATE: DATE: INTERIOR ELEVATIONS J wrr rslun I ar a I trntN UAL I UN Ancnl I tC I s INC. ALL KIUH I a Kt:5LKVtU . 8/3/2016 5:05:50 PM BID SET Q 08/03/2016 BID SET J MIN LOCKING PLATE 1 WELDED TO GATE vf 4 LEVEL CLEAR SPACE (MAX — —-� _ RECEIVER LOCKING 4 SLOPE 2 %) PLATE d q4 q ANGLE TO ALIGN WITH 4 4 Q 1y2' TYP METAL GATE q 4 AMPLITUDE CONTRACTOR TO SUBMIT 36" MIN WIDTH GATE. VERIFY z 4 SHOP DRAWING DIMENSION W/ PLAN 2' MIN b -0" CMU WALL Lo h d 17 MAXIMUM EFFORT TO a q Q 4 TS2x2 GATE FRAME OPERATE GATE SHALL NOT EXCEED 5 LBS \\ } GATE SHALL BE READILY HSS 4x4 v � w OPERABLE WITHOUT KEY OR GALV. STEEL RECEIVER CONCRETE DECK OD C3 1' -0" SPECAIL KNOWLEDGE GALV. STEEL GATE Lu Z FASTENER LL 4' -U' MIN o OA PLAN VIEW ALL STEEL TO RECEIVE CONTRACTOR TO OVERHEAD BRACKET —LEVEL CLEAR SPACE KYNAR 500 FINISH PER STOCK PI 8 @ SUBMIT SHOP SPECIFICATIONS. DRAWING HANGING TRACK ROLLER 112 O.C. (SPACING , , . , @EVERY THIRD PICKET) — LEVER HARDWARE SHALL METAL GATE NOT REQUIRE PINCHING, EVERY THIRD PICKET IS GRASPING, OR TWISTING _..,_ OFFSET 3" VERTICALLY MOTION TO OPERATE HSS 4x4 k CONTRACTOR TO I — LOCKING PLATE SUBMIT SHOP DRAWING 1/8" SHEET METAL CUT OUT z • =s, (SHOWN IN GRAY SCALE) m"E - "" i FENCING MATERIAL PER PLAN GALV. STEEL GATE A A B A A B SOLID KICKPLATE (SMOOTH, TYPICAL REPETITION UNINTERUPTED SURFACE) -- CONTRACTOR TO SUBMIT TOP OF PAVING �B ELEVATION VIEW SHOP DRAWING ACCESSIBLE GATE SLIDING GATE RECEIVER SLIDING GATE HEAD GATE ELEVATION SCALE: 3/8" = 1' -0" EX- FENC -006a SCALE: 3" = P -0" EX -GATE -010 SCALE: 3" = V -0" EX- GATE -008 SCALE: V = 1' -0" EX- GATE -006 6 CONTRACTOR TO SUBMIT 2" SO TUBE STEEL GATE A as SHOP DRAWING FRAME TS2x2 FRAME d 4 INFILL PANEL a 4 4 4 a q - 9" X 3 " X 1!4" CHANNEL BY 4 SEDIMENTARY WALL LENGTH REQUIRED TO SPAN q q 3/4" BAR STOCK GATE. WELD TO PLATE WITH 4 PICKETS @ 3 -1/2" O.C. O CONTINUOUS WELD AND q / 4 d 4x4 HSS (SPACING VARIES @ w GRIND WELD FLUSH. ROUND EVERY THIRD PICKET) CORNERS WITH 1 "R. 4" PANIC HARDWARE v FASTENER PER METAL GATE STRUCT BTA STEEL ANGLE HSS 6x6 GALVANIZED CONCRETE CURB AND FASTENER PER STEEL STRUCT. POST STRUCT o _ _ 4' GALVANIZED STEEL Q 4 w PICKETS @ 3" O.C. q WALL MOUNTED d Q = 0i GUIDE V q LI z l Z FASTENER q q WIRE MESH LL LL �o d d d q d 4 p ¢ HSS 2x2 GALVANIZED a d d w � m STEEL FENCE POST q q U �¢ a a a q 4 Z 4 - d f 4 c < 1/8" THICK GALV STEEL, v - WELD TO FRAME WITH Q q CONT WELD AND HEAVY DUTY HINGE q ALL STEEL TO RECEIVE CONTRACTOR TO SUBMIT GRIND WELD FLUSH. d KYNAR 500 FINISH PER SHOP DRAWING PER d PER SPECIFICATIONS. EXT GATE PANIC HDWR 14 SLIDING GATE TRACK GATE JAMBS @ T.E. SCALE: 3" = 1' -0" SCALE: &'= V -0" EX- GATE -009 SCALE: 3" = V -0" EX- GATE -005e 9" X 3 " X 1/4" CHANNEL BY 2" 01 TRENCH WIDTH LENGTH REQUIRED TO SPAN 10 GATE. WELD TO PLATE WITH 6" 6" 6" 6" CONTINUOUS WELD AND GALVANIZED STEEL EQ ED PIPE MIN MIN MIN GRIND WELD FLUSH. ROUND L, PLATE CORNERS WITH 1 "R. HARDSCAPE, HSS 2x2 GAVLANIZED WHERE OCCURS 1/8" THICK GALV STEEL, HSS 6x6 STRUCTURAL O STEEL FENCE POST LU Fr TRENCH — —` RECEIVER BRACKET PER PANIC WELD TO FRAME WITH 9 POST h ® HSS GAVLANIZED HARDWARE MANUF CONT WELD AND C3 STEEL INSERT _ ': '•> GRIND WELD FLUSH. r A 8.1 w " , : : • : v '.. :.: •. "; :. i :. '.. GATE STOP, FULL ANCHOR PER HEIGHT OF GATE — STRUCTURAL ,', '... :••. •' } >' �'• , ".:' ' :: '•':• :: PLAN VIEW ;.�; :.�. > • ':b; > .. ;.: ''.ti•' :: +. ? I �. •• ` "ri PRIVATE — 2 `y,�K ; N.. CD > l,. SIDE 10 "x10" GALVANIZED w °, '' • > : ` " " >. STEEL PLATE ` ' : 'i �' ' a ' _ \ / ANCHOR PER � � , �,� } t• � ' , 4 STRUCTURAL HSS GAVLANIZED STEEL INSERT —� 3/4" CHAMFER •• '..a: .s•.. v•' a ,• HSS 2x2 GAVLANIZED J STEEL FENCE POST L SUOBMIT SHOP DRAWING Q I ( I I T AR Cy V�Q �N E < <% PUBLIC WAY ACCESSIBLE PULL d d Q q Q ( ( J� z q Q AXONOMETRIC PIPE * No. CF5166 TA 9�X 01- 31 —�Q2 EXT GATE PANIC HDWR SECURITY FENCE 21 BASE CONNECTION TOP CONNECTION MULTIPLE PIPE TRENCH OF CA1� SCALE: 3" = 1' -0" EX- GATE -007a SCALE: 1 -1/2" = 1'-0" EX- GATE -012 SCALE: 3" = N -0" EX-GATE- SCALE: 3" = 1' -0" EX -GATE -013 SCALE: 1 112" = 1' -0" EX- TRENCH -002 REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 1502 ACADFILENO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CD SUBMITTAL 7/21/1 Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH /Ofd S1 75% CD SUBMITTAL RI 7/21/16 BID SET s /o3 /1s A -6.1 CITY PROJECT NO: � 444 South Cedros .Studio 190 Solana Beach . CA. 92075 BY: BY: BY[ BY: BY: IMPROVEMENTS - MARINE SAFETY CENTER _ A 8.1 16 -1691 t: 858.7925908 / f: 858.792.5916 DATE: S ' 4 I PATE: /!! -� DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF Q 08/03/2016 BID SET Q W jr�AnI VI 08/03/2016 BID SET ALL STEEL MEMBERS - HOT DIPPED CONTRACTOR TO SUBMIT GALVANIZED AND PAINT. TYPICAL, U.N.O. V V SHOP DRAWING PRE -DRILL ALL HOLES PRIOR TO ° D I:q GALVANIZING v D Q v D — CMU WALL PER PLAN THROUGH -BOLT, PER PANEL METAL LETTERS, SEE p D MANUFACTURER'S RECOMMENDATION. GRAPHICS DRAWINGS p ° I I D v 1" X 1" STEEL ANGLE AT 12" D.C. p v p D1 ( f ° STEEL CHANNEL, SEE ° 71 71 DEPRESSION FOR FULL 71 77 PER SLAB a v D Q STRUCTURAL DRAWINGS SET TILE P� CONCRETE CURB W/ D D ° D D= INTEGRAL 1" R COVE Q D METAL BACKER ALIGN D.` v D CROSSPEICE D' ° 'p CONCRETE SLAB PER Q v D v SS METAL DOWEL STRUCTURAL z CONCRETE SLAB PER a D D ro d 9 m d STRUCTURAL v p 4 �7 oc w D tr U 4 1" TOPPING SLAB ao cc 4 io 4 4 m 4 a 558 j 4 a d4 �i dQ a Ii 4 d d i d 4 RADIANT HEAT a 4 2" X 3" STEEL ANGLE WOOD GRILL PANELS, 3 3/4" DEEP ASSEMBLY, TUBE STEEL BEYOND, SEE STRUCTURAL Q -- LIGHT FIXTURE, SEE ELECTRICAL 1" X 31/4" IPE WOOD MEMBERS, SPACED 6 PLAN. DRAWINGS MEMBERS PER FOOT SIGN SIDE CURB @ FOOTING CURB @ FOOTING SCALE: 3" = T -0" EX- SIGN -014a SCALE: 1 -1/2" = 1' -0" WL -FNDN -064 SCALE: 1 -1/2" = 1'-0" WL -FNDN -062 CONTRACTOR TO SUBMIT SHOP DRAWING - -� WALL PER PLAN PER LOCKER 6' MAX 3, MAX 01 e- 2x PTDF SILL PLATE W/ 1/2" 0 S.S. HEADED 1' -11" Ll ANCHORS CMU WALL PER PLAN f �� ALUMINUM EDGE TRIM, I TYP. ALIGN CONCRETE CURB W/ _ _ y _/� -✓ –'' -�" r– r, INTEGRAL 1" R COVE � MAXIMUM MEMBER CANTILEVER IS 3 ". IF MAXIMUM SUSPENSION CANTILEVER IS 6' MEMBER CANTILEVER EXCEEDS 3 ", ADD A TOPPING SLAB d Q CONCRETE SLAB PER FROM CENTER OF ANGLE TO EDGE OF SUPPLEMENTAL END BACKER FOR v CO - STRUCTURAL 1 WOOD GRILL LATERAL SUPPORT OF MEMBERS. D v Q 4 R 1° f° I( v 4 4 4 d 4 y a CONCRETE CURB PER d d U STRUCTURAL d d d Q 1 I co ° CONCRETE SLAB PER 4 d 4 4 j I 4 4 4 LuJ STRUCTURAL o z� 4 O GI 4 w p d WOOD GRILL PANELS, 3 3/4" DEEP ASSEMBLY, ° d d Q d w 3 VARIES 1' -0" TYP. V X 3 1/4" IPE WOOD MEMBERS, SPACED 6 D 4 4 d a a w __i 1 9 MEMBERS PER FOOT VIF 1° X 1" STEEL ANGLE V 1" RADIUS COVE. TYP. AT ALL ih i i 0 CURBS �] I! - 4 dQ 1'_0° R 4 4 PER WALL TYPE Q SS MET DOWEL / PER STRUCTURAL CURB @ FOOTING CURB ac FOOTING BTM OF INT NON BRNG W SCALE: 3" = V -0" WL- TRAN -002a SCALE: 1 -1/2" = 1' -O" WL- FNDN -063 SCALE: 1 -1/2" = 1' -0" WL -FNDN -061 USTOM CUBBIES - '� WHERE SED SLAB OCCURS. CMU WALL PER PLAN ( PHENOLIC CASEWORK WO f, " EPRESSION � ELEVATIONOR FOR FULL SET TILE ALL PER PLAN i FIN FLR.q-9' i EL: 19.00 1' -0" TYP. 6" 6' 6" TYP. 8" TYP. 6" TYP. CONCRETE CURB W/ METAL BACKER CROSSPIECE INTEGRAL 1" R COVE 6"-= TOPPING SLAB d z CONCRETE SLAB PER ao 4 _. ^ a 4 d a. EQ. EQ. STRUCTURAL 0) ¢ d v U d 01 ¢ 4 TOPPING SLAB 4 `I 4 .. a 4 a d 4 wo 1.. p. d d 4 ° MAT SLAB PER STRUCT. d w a r `}z d 4!'SAND LAYE PER VARIES PER PLAN, VIF a , -. ; O a SOILS REPORT. 4 d /r ° 4 d uj 4 4 q a d. 4 a a d d 4 4 a BELOW SLAB MOISTURE StiD AR�,y d 0 ° BARRIER MIN. 15 -MIL c4C� E STEGOWRAP OR EN 4 EQUIVALENT 7 w o a 4 CONCRETE SLAB _._ * No. C25166 PER STRUCTURAL WOOD SHADE - SECTION INT CURB TYP. CURB @ FOOTING TYPICAL SLAB 01 -31- @Z or CAS``` SCALE: 3" = P -0" GL -STOR -001 SCALE: 1-1/Z'= V -0" IN- WALL -002 SCALE: 1 -1/2" = V -0" WL- FNDN -065 SCALE: 11/2 " =1' -0" WL -FNDN -042 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 1502 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CID SUBMITTAL 7/8/16 Stephen Dalton Architects, INC. 444SouthCedros. Studio 190 Solana Beach. CA. 92075 PUBLIC WORKS BY: � ENGINEERING BY: BUILDING & PLANNING BY: PARKS & RECREATION BY: FIRE BY: MOONLIGHT STATE BEACH IMPROVEMENTS - MARINE SAFETY CENTER IOC 51 A -8.2 75% CD SUBMITTAL RI 7/21/16 ACRD FILE NO. A -6.1 BID SET 8103116 CITY PROJECT NO: 16 -1691 t: 858.792.5906 / f: 858.792.5916 DATE: B ' fi ' I b DATE: s / L6 / DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF Q W jr�AnI VI 08/03/2016 BID SET RAILING SECTION 3 " =1' U 2x IPE SLOPED TOP SELF- ADHERING WATERPROOF MEMBRANE J -MOLD FURRING CHANNEL @ 24" O.0 (VERT.) WOOD SLATS PER ELEVATION MOISTURE BARRIER PER SPEC. EXT. CEMENT PLASTER O/ LATH PLYWOOD SHEATHING (WHERE OCCURS), SEE STRUCTL DWGS. GUARDRAIL SHALL RESIST 50 LBS /LF HORIZ @ TOP RAIL AND 50 LBS /SF AT COMPONENTS EX- RAIL -063 E U 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) W U tr U) U) Y CABLE RAILING SYSTEM @ 3" O.C. o I 0 O LL Z 19 GUARDRAILS SHALL NOT HAVE M OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4"O FOOT RAIL LINE OF PARAPET WALL BEYOND 1x WOOD DECKING GATE SHALL RESIST 50 LBS / LF HORIZ @ TOP RAIL & 50 LBS / SF @ COMPONENTS. SUBMIT SHOP DRAWINGS -1 CROWS NEST GATE 3" = 1' -0" EX -RAIL -064 CROW'S NEST WALL - PLAN NJ 3 " =V-9' EX -RAIL -062 04 ME d' d 4 . d d . d a AB SIM Q a d' 4 d Q 4 4 dQ . 0 � a ALUMINUM STAIR 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) S.S. CABLE 11 SIM A -9.3 ACCESS GATE TO MATCH RAIL SYSTEM V GATE SHALL RESIST 50 LBS / LF PLAN VIEW HORIZ @ TOP RAIL & 50 LBS! SF @ COMPONENTS. BARREL HINGE 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) GATE LEVER PULL LATCH GATE SHALL RESIST 50 LBS ! LF HORIZ @ TOP RAIL & 50 LBS ( SF @ COMPONENTS. SUBMIT SHOP DRAWINGS CROWS NEST GATE 3" = 1' -0" EX- RAIL -064a 1 1/2" SO GALV TS TOP RAIL, END POSTS & INTERMEDIATE POSTS 118" 0 INCH S.S. CABLE @ 3112" O.C. TYP. 1 -1/2" 0 ALUM. PIPE (POSTS, TOP �,- ` & BOTTOM RAIL) II W OF A 4 "0 SPHERE ° 4 ° _ .. .. ° d fi v CABLE RAILING SYSTEM @ 3" Q 4 4„ ° REINFORCEMENT PER O.C. ° MANUF. SPEC ANY DIRECTION o ° 4 L FLASHING SHT. MT SUBMIT SHOP DRAWINGS t'4 GUARDRAILS SHALL NOT HAVE o / OPENINGS WHICH ALLOW II - _ PASSAGE OF A SPHERE 4!'0 II ° EMBED 6" POWDERCOAT FINISH �l POST SPACING MAX. 4' O.C. o C0 1 -1/2" 0 ALUM. PIPE (POSTS, TOP io �— & BOTTOM RAIL) II II 0 o CONCRETE DECK EDGE t7 REF. 6 2 N II II II II RAILING SECTION 3 " =1' U 2x IPE SLOPED TOP SELF- ADHERING WATERPROOF MEMBRANE J -MOLD FURRING CHANNEL @ 24" O.0 (VERT.) WOOD SLATS PER ELEVATION MOISTURE BARRIER PER SPEC. EXT. CEMENT PLASTER O/ LATH PLYWOOD SHEATHING (WHERE OCCURS), SEE STRUCTL DWGS. GUARDRAIL SHALL RESIST 50 LBS /LF HORIZ @ TOP RAIL AND 50 LBS /SF AT COMPONENTS EX- RAIL -063 E U 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) W U tr U) U) Y CABLE RAILING SYSTEM @ 3" O.C. o I 0 O LL Z 19 GUARDRAILS SHALL NOT HAVE M OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4"O FOOT RAIL LINE OF PARAPET WALL BEYOND 1x WOOD DECKING GATE SHALL RESIST 50 LBS / LF HORIZ @ TOP RAIL & 50 LBS / SF @ COMPONENTS. SUBMIT SHOP DRAWINGS -1 CROWS NEST GATE 3" = 1' -0" EX -RAIL -064 CROW'S NEST WALL - PLAN NJ 3 " =V-9' EX -RAIL -062 04 ME d' d 4 . d d . d a AB SIM Q a d' 4 d Q 4 4 dQ . 0 � a ALUMINUM STAIR 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) S.S. CABLE 11 SIM A -9.3 ACCESS GATE TO MATCH RAIL SYSTEM V GATE SHALL RESIST 50 LBS / LF PLAN VIEW HORIZ @ TOP RAIL & 50 LBS! SF @ COMPONENTS. BARREL HINGE 1 -1/2" 0 ALUM. PIPE (POSTS, TOP & BOTTOM RAIL) GATE LEVER PULL LATCH GATE SHALL RESIST 50 LBS ! LF HORIZ @ TOP RAIL & 50 LBS ( SF @ COMPONENTS. SUBMIT SHOP DRAWINGS CROWS NEST GATE 3" = 1' -0" EX- RAIL -064a 1 1/2" SO GALV TS TOP RAIL, END POSTS & INTERMEDIATE POSTS 118" 0 INCH S.S. CABLE @ 3112" O.C. TYP. 1 -1/2" 0 ALUM. PIPE (POSTS, TOP �,- ` & BOTTOM RAIL) II OF A 4 "0 SPHERE ° 4 ° _ .. .. ° d fi v CABLE RAILING SYSTEM @ 3" Q 4 4„ ° REINFORCEMENT PER O.C. ° MANUF. SPEC ANY DIRECTION ° a 4 ° 4 L FLASHING SHT. MT SUBMIT SHOP DRAWINGS t'4 GUARDRAILS SHALL NOT HAVE Cl) / OPENINGS WHICH ALLOW 4 CONCRETE DECK PER - _ PASSAGE OF A SPHERE 4!'0 ° d 4 ° STRUCT'L. ° EMBED 6" POWDERCOAT FINISH �l POST SPACING MAX. 4' O.C. C0 1 -1/2" 0 ALUM. PIPE (POSTS, TOP io �— & BOTTOM RAIL) i+a CONCRETE DECK EDGE t7 REF. 6 POST BRACKET GUARDRAIL @ GARAGE 3" = 1' -0" EX- RAIL -025f 4 4 4 6 d 4 '4 d 4 INSIDE CORNER MOUNT FASCIA BRACKET — a 4 4 4 4 4 4 d � 4 O 4 4 4 44 4 TOP SET STAINLESS STEEL SCREW TO POST, PER MANUF. T STANDARD FASCIA POST BRACKET PER RAILING MANUFACTURER — BOTTOM SET STAINLESS STEEL SCREW TO POST (EACH SIDE), — TYP. 0 Ill 1 -1/2" 0 ALUM. TOP RAIL S.S. CABLE @ 3" O.C. TYP. COUNTERSINK CABLE HARDWARE PER MANUF. 1 -1/2" 0 ALUM. POST @ MAX. 5'-0" O.G. 3/4" 0 ALUM. INTERMEDIATE WHERE REQUIRED BY CABLE MANUF. GUARDRAILS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4!'0 1 -1/2" 0 ALUM. BOTTOM RAIL T.O. CONC. DECK d � a d� I I I 44 GUARDRAIL SHALL RESIST 50 LBS ION VIEW LF HORIZ @TOP RAIL & 50 LBS / . \ SF @ COMPONENTS. iK SUBMIT SHOP DRAWINGS T.O. CONC. DECK INT, PICKET S.S. CABLE k P] MfAj I • 1 -1/2" = V -0" Q d' 4 a 4 4 v 4 � 4 4 � D 4 4 4 d a 4 -1 4' 4 d. 4 \\ 4 Q4 aL 4/ FASCIA MOUNTED POSTS @ CONC, BALCONY 3 " =1' -0" EX- RAIL -024a STRUCT'L PANEL (WHET OCCURS) MOISTURE BARRIER SEALANT (N.T.S.) EXTERIOR FINISH PER ELEVATION PARK DECK COATING. B.O.D. MIRACOTE MPC. INSTALL PER MANUF. SPEC. GUARDRAIL SHALL HAVE NO �,- OPENINGS WHICH ALLOW PASSAGE II OF A 4 "0 SPHERE ° 4 ° _ .. .. ° d fi R HANDRAIL SHALL RESIST Q 4 4„ ° REINFORCEMENT PER 200 LBS FORCE FROM ° MANUF. SPEC ANY DIRECTION ° a 4 4 d. 4 \\ 4 Q4 aL 4/ FASCIA MOUNTED POSTS @ CONC, BALCONY 3 " =1' -0" EX- RAIL -024a STRUCT'L PANEL (WHET OCCURS) MOISTURE BARRIER SEALANT (N.T.S.) EXTERIOR FINISH PER ELEVATION PARK DECK COATING. B.O.D. MIRACOTE MPC. INSTALL PER MANUF. SPEC. GUARDRAIL SHALL HAVE NO �,- OPENINGS WHICH ALLOW PASSAGE OF A 4 "0 SPHERE ° 4 ° _ .. .. ° d R HANDRAIL SHALL RESIST Q 4 4„ ° REINFORCEMENT PER 200 LBS FORCE FROM ° MANUF. SPEC ANY DIRECTION ° a 4 ° 4 L FLASHING SHT. MT SUBMIT SHOP DRAWINGS t'4 ALL METAL COMPONENTS 4 CONCRETE DECK PER SHALL BE GALVANIZED w/ ° d 4 ° STRUCT'L. EMBED 6" POWDERCOAT FINISH EXT- RAIL -022b 1 1 /2" DIA GALV METAL POST CONCRETE DECK, SEE STRUCTURAL DRAWING SECURE POST FASCIA BRACKET TO CONCRETE PARAPET. SEE STRUCT. FOR FASTENER SIZE, TYP. REINFORCEMENT @TRANSITION MIRACOTE MPC PARK DECK COATING. INSTALL PER MANUF, SPEC. SHT. METAL FLASHING PER MANUF. STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS 1 1' DIAMETER POST POST BRACKET 1/2" CHAMFER DRIP EDGE GATE @ ALUMINUM STA171 51 RAILING AT STAIR WALL SCREED CONC, DECK @ PERIMTER SCALE: 1/2" = l' -0" EX- RAIL -022c 1 -1/2" = 1' -0" 2 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 75% CD SUBMITTAL 7/8/16 1502 75% CD SUBMITTAL RI 7/21/16 ACAD FILE NO. BID SET 8/03/16 A -6.1 CITY PROJECT NO: 16 -1691 3/16 LINE POST END POST ELEVATION ELEVATION 6" MIN. TO OF POST CORNERS CLEANLY MITERED & WELDED W/ EASED EDGES 1 -1/2" 0 ALUM. PIPE RAILING, TYP PROVIDE %4' 0 WELDING GAS & ANODIZING CAUSTIC RELIEF HOLE IN BOTTOM OF RAIL PER MANUFACTURER'S SPECS. GUARDRAIL SHALL RESIST 50 LBS / LF HORIZ @ TOP RAIL & 50 LBS 1 SF @ COMPONENTS. SUBMIT SHOP DRAWINGS ALUM. RIBBED TUBE (SGHED. 80) i v. 1" 1" 1" (2) .128" 0 HOLES FOR (2) 1/8" 0 S.S. BLIND BUTTON HEAD POP 4„ RIVETS (FIELD DRILL TUBE TO MATCH) CORNER POST FIELD JOINT PLAN PLAN RAIL CONNECTIONS 3'= 1' -0" EX- RAIL -028b 13MU PARAPET CAP >HT. METAL FASTENER \NCHOR AND PIN. MBEDDE IN MORTAR AND iEALED IN MASTIC >.W.M. 3HT. METAL THROUGH NALL FLASHING iEALANT 31MU PARTIAL HEIGHT SHT. METAL FLASHING W/ "RIMPED EDGE SEALANT D x3' H KERF GUT IN CMU SEALANT (N.T.S.) 'ARK DECK COATING. 3.O.D. MIRACOTE MPC. NSTALL PER MANUF. SPEC. 3EINFORCEMENT PER NANUF.SPEC SHT. MTL FLASHING STRUCTURAL SLAB, SEE STRUCTURAL DRAWINGS CMU BLOCK FACING AT EDGE OF SLAB CONDITIONS. MATCH 7ACING TO CONTINUE EXTERIOR PATTERN IN ELEVATION. C�IbIlY�7_l�� CONC, DECK @ CMU WALL EX- RAIL -041c SCALE: 3" = V -0" EX- DECK -050b SCALE: 3" = P -0" EX- DECK -078 VI SCALE: 3" = 1'-0" EX- DECK -077 ARCHITECT APPROVALS PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION Stephen Dalton Architects, INC. ,� 444 south Cedros . Studio 190 BY: ss BY: IV ' ' /� /I e/ — BY: BY: BY: Solana Beach. CA. 92075 t: 858.792.59061 f: 858.792.5916 DATE: IS - 4 • ((i DATE: S /L��_ DATE: DATE: 04/20/2012 DATE: FIRE CITY OF ENCINITAS - PARKS & RECREATION MOONLIGHT STATE BEACH IMPROVEMENTS - MARINE SAFETY CENTER DETAILS 1 I ��SED AR�� /� Q�E Oqr t< * No. C25165 z -7, 01- 31 –�Q= OF cwt-\ DRAWING NO. /o Y S/ A -8.3 SHEET X OF 08/03/2016 BID SET b Af m i Q GJ 08/03/2016 BID SET INSTALL ROOFING PER STANDING SEAM ROOF PANEL O! MANUFACTURER SPEC. VENTILATION MAT O/ UNDERLAYMENT STANDING SEAM ROOF PANEL INSTALL ROOFING PER O/ VENTILATION MAT O/ MANUFACTURER SPEC. UNDERLAYMENT INSTALL ROOFING PER MANUFACTURER SPEC. STANDING SEAM ROOF PANEL SUBMIT SHOP DRAWINGS SUBMIT SHOP DRAWINGS SUBMIT SHOP DRAWINGS 0/ VENTILATION MAT O/ GLASS -MAT FACED, 1/4" GLASS -MAT FACED, UNDERLAYMENT TREATED TREATED GYP BD DECKING TREATED GYP BD DECKING STARTER FLASHING SHEATHING PER STRUCT -- - CONT. CLEAT -'�.: �f UNDERLAYMENT -WRAP GUTTER BRACKET SUPPORT/ _- �.. '" i ---' ��—� - �.,. DOWN FASCIA 3 ", SPACER @ 36" O.C. MAX. WHERE O - --� .-- -- SHEATHING PER STRUCTURAL -� �` -- 1/4" GLASS-MAT FACED, FRAMING PER STRUCTURAL TREATED GYP BD DECKING SHEATHING PER STRUCT METAL GUTTER TO MATCH ROOFING MATL WRAP FASCIA IN SHEET METAL 2X FASCIA PER STRUCTURAL DWGS. ( (2) 1X FASCIA BENT TO MATCH ROOFING MATL. 1x6" T &G CEDAR PLANK CEILING _ - @ CURVED EAVE LOCATIONS) WRAP FASCIA IN SHEET METAL TO MATCH ROOFING 1" 1" MATL. WOOD BLOCKING AS REQUIRED EXTERIOR PLASTER O/ LATH WOOD BLOCKING AS REQUIRED METAL REVEAL I O/ MOISTURE BARRIER 0/ CONTINUOUS VENTED PLYWOOD SOFFIT MOLDING CONTINUOUS VENTED SOFFIT MOLDING EXTERIOR PLASTER 0/ LATH 0/ 2X FASCIA MOISTURE BARRIER O/ PLYWOOD GYPSUM BOARD EXTERIOR PLASTER 0/ LATH n WRAP FASCIA IN SHEET METAL TO MATCH _ __ O/ MOISTURE BARRIER O/ ROOFING MATL. WALL PER PLAN PLYWD. PAVE GUTTER EXT PLASTER EAVE @ WALL METAL ROOF EAVE 3 = 11-91 RF- EAVE -074b 3" = 1'-0" RF- EAVE -079b 3" = VI RF -EAVE -077 INSTALL ROOFING PER FASTENER INSTALL ROOFING PER INSTALL ROOFING PER MANUFACTURER SPEC. — CLIP PER MANUFACTURER SPEC. MANUFACTURER SPEC. SUBMIT SHOP DRAWINGS MANUFACTURER SUBMIT SHOP DRAWINGS SUBMIT SHOP DRAWINGS STANDING SEAM ROOF PANEL STANDING SEAM 0/ VENTILATION MAT O! ROOF PANEL 0/ UNDERLAYMENT VENTILATION MAT O/ SEALANT, TYP. ENTIRE UNDERLAYMENT — — CIRCUMFERENCE 1/4" GLASS -MAT FACED, TREATED GYP BD DECKING PIPE CLAMP SOLDER 6" O.C. SHEATHING PER STRUCT METAL SHROUD TO --- CLEAT PER MATCH ROOFING MATL. CONT. CLEAT MANUFACTURER METAL PIPE COVER TO GUTTER BRACKET SUPPORT/ VALLEY FLASHING TO MATCH ROOFING MATL. SPACER @ 36" O.C. MAX., MATCH ROOFING MATL. - �- WHERE OCCURS 1/4" GLASS -MAT FACED, I ( UNDERLAYMENT - RUN UP & AROUND PIPE '-- BLOCKING PER TREATED GYP BD DECKING I PIPE OF 4 "0 OR LESS STRUCTURAL - UNDERLAYMENT METAL ROOFING OVER VENTILATION MATTO 1 X6" T &G CEDAR PLANK SHEATHING MATCH ROOFING MATL. CEILING \ \" ' I METAL WOOD BLOCKING AS GUTTER TO r0" REQUIRED MATCH ROOFING —.. — ._......., MATL. 1/4" GLASS -MAT FACED, TREATED GYP BD DECKING PLYWOOD SHEATHING PER STRUCTURAL EXTERIOR PLASTER 0/ LATH SOLDER JOINT 0/ MOISTURE BARRIER O/ NOTES: CONTINUOUS VENTED PLYWD. SHEATHING. 1. PIPE PENETRATION TO BE IN PAN OF PANEL ONLY, SOFFIT MOLDING SHEET METAL 2, FIELD CUT HOLE IN PANEL 1" LESS THAN DIAMETER OF STACK. BACK CUT HOLE 2X FASCIA AND BEND PANEL UP AROUND STACK. CAULK CONTINUOUS. 3. PROVIDE ADEQUATE SPACE BETWEEN MTL. PIPE COVER AND PIPE TO ALLOW WRAP FASCIA IN SHEET BEAM PER STRUCTURAL FOR THERMAL EXPANSION AND CONTRACTION OF ROOF PANEL METAL TO MATCH ROOFING MATL. EXT PLASTER EAVE @ BEAM LOW SLOPE VALLEY DETAIL MTL. ROOF PENETRATION SAVE GUTTER 3" = 1' -0" RF- EAVE -078c 3" = 1' -0" RF -VLLY -034 3" = 1' -0" RF -PENE -002 3'= 1' -0" RF- EAVE -074c BEAM PER PLAN INSTALL ROOFING PER STANDING SEAM ROOF PANEL ER MANUFACTURER SPEC. MANUFACTURER SPEC. O/ VENTILATION MAT SUBMIT SHOP DRAWINGS SUBMIT SHOP DRAWINGS 1/4" GLASS -MAT FACED, FASCIA TREATED GYP BD DECKING UNDERLAYMENT - RETURN DOWN EAVE SEALANT & BACKER ROD CONT. CLEAT FINISH PER EXTERIOR _— —. SHT. MTL. BEAM CAP TO ELEVATION r - - MATCH ROOFING MATL. METAL ROOFING EDGE STANDING SEAM ROOF PANEL co TO WRAP CONT. CLEAT TOP FLANGE CONCEALED ( O/ VENTILATION MAT O/ I UNDERLAYMENT BY SOFFIT UNDERLAYMENT I 2X FASCIA PER STRUCTURAL 4 GLASS -MAT FACED, DWGS. ( (2) 1X FASCIA BENT TREATED GYP. BD DECKING @ CURVED EAVE LOCATIONS) UNDERLAYMENT WRAP FASCIA IN SHT. MTL. SHEATHING TO MATCH ROOFING MATL CLIP PER MANUFACTURER SHEATHING PER STRUCTURAL He _ _ WOOD BLOCKING A3 xx l\ REQUIRED �k .:.., , . ............ "z "" . AR��y�� — CONTINUOUS VENTED ��S�Q E. SOFFIT DRIP /MOLDING 9�< <1 0 o 2" ATTACH W/ CONCEALED EXTERIOR PLASTER O/ LATH * No. C25166 CLIPS &PROVIDE DRIP EDGE O/ MOISTURE BARRIER Of PLYWOOD SHEATHING 9J� BEAM ENDS SIDEWALL DETAIL METAL ROOF RAKE 31 01-31- Q� aF ca\�`� 3" = V -0" RF- RAKE -062 3" _ V -0" RF -SDWL -036 3" = 1' -0" RF- RAKE -061 REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 1 ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING No. 75% CD SUBMITTAL 7/8/16 Stephen Dalton Architects, INC. WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH /O f'4 -rj' SUBMITTAL RI 7/2,!16 FILE ACAD FILE No. BID SET BIDSET s /o3 /,s A-6.1 444 South Cedros .Studio 190 w BY: IMPROVEMENTS - MARINE SAFETY CENTER � A 8A Solana Beach. CA. 92075 BY: BY: BY: BY: CITY PROJECT NO: 16 -1691 t: 858.792.5906 / f: 858.792.5916 DATE: B ' �' � � DATE: 19 ot4A A DATE: 04/20/2012 DATE: DATE: pp �+ DETAILS SHEET X OF Q GJ 08/03/2016 BID SET q N 6A 08/03/2016 BID SET FRAMING PER PLAN CRICKET SHALL BE 516" EXTERIOR FINISH PER ELEVATION PLY OVER 2X SLEEPERS EXTERIOR CEMENT PLASTER PER ELEVATION MOISTURE BARRIER @ 24" O.C. _ MOISTURE BARRIER J -MOLD �� `i S.W.M. a J SHEET METAL COUNTER FLASHING FASTENER @ 24" O.C. W1 ( v SOLDER OR SEAL, TYP WASHER. USE SLOTTED OR .. ' ENLARGED HOLE PER SMACNA MANUAL TPO ADHERED 1 x DECKING CLOSURE ROOFING; INSTALL PER MANUF. SPEC TPO ADHERED ROOFING;80 FLANGE �2 MIL MIN. INSTALL PER MANUF, SPEC SHT. MTL. N BONDING ADHESIVE (WHERE SCUPPER ( REQUIRED); SEE MANUF. SPEC B.O. SCUPPER: +2" FROM DRAIN INLET FASTENER AND SEAM PLATE; INSTALL R ROOF MANUF. I PLYWOOD DECK SHEATH'G REF. I ( 2 STRUCT'L (OSB NOT I 6 JOISTS ALLOWED) I PEDESTAL PAVER, W/ JOIST 4" TOP b 4„ I 4" HOT AIR WELD (1Y2" MIN TYP.) EO 1 1 CUT EDGE SEALANT N CLOSURE FLANGE \� S.W.M. MOISTURE BARRIER DECK SIDE VIEW 1y2' MIN 60 MIL MIN. TARGET SHEET UNDER EACH PEDESTAL FABRICATE IN CONFORMANCE WITH MATERIALS: 24 GA GALV STEEL 08 .032 IN PAVER TYP. SMACNA STANDARDS (FIG 1 -26), SIXTH ALUMINUM OR 16 OZ COPPER. USE LIKE EDITION. MATERIALS FOR ALL COMPONENTS. 10 ROOF TO WALL OVERFLOW SCUPPER !U 3" = 1' -0" RF- TPO -002a 3 " =1' -0" RF -SCPR -003 EXTERIOR FINISH PER METAL FLASHING ELEVATION ROOF MEMBRANE /I MOISTURE BARRIER f' S.W.M. 1/2" SHEATHING a J / .,� 2X6 WOOD PLATFORM WRAPPING IN ROOFING SOLDER OR SEAL, TYP MATERIAL 4X BLOCK ALIGNED K TPO ADHERED ROOFING; INSTALL PER UNDER UNIT MANUF. SPEC. ATTACHMENT PER CLOSURE REINFORCEMENT = + MANUF. FLANGE @TRANSITION FROM SHEATHING TO FLASHING SHT. MTL. ATTACHMENT PER SCUPPER SL STRUCTURAL B.Q. SCUP ER @ LVLOF DECK PLYWOOD DECK SHEATH'G REF. STRUCT'L (OSB NOT ROOF STRUCTURE PER ALLOWED) STRUCTURAL 4" 4, 1 4, SOUND INSULATION N CLOSURE FLANGE /4" MOISTURE BARRIER DECK SIDE VIEW FABRICATE IN CONFORMANCE WITH MATERIALS: 24 GA GALV STEEL OR .032 IN SMACNA STANDARDS (FIG 1 -26), SIXTH ALUMINUM OR 16 OZ COPPER. USE LIKE EDITION. MATERIALS FOR ALL COMPONENTS. 14 MECHANICAL PLATFORM SCUPPER SCALE: 3" = V -0" EX- MECH -002a 3 " =1' -0" RF- SCPR -003a AR�y /T �10 E. 0 k No. C25166 z 01- 31 —�Q= 91 61 3 �F CAO� REVISIONS APPROVED DATE SUB- CONSULTANT SDA PROJECT NO. 1502 ACRD FILE NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CD SUBMITTAL 7/1 Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH SOY —51 75% CD SUBMITTAL R1 7121/21/16 BID SET s/D3/1s A -6.1 CITY PROJECT NO: � 444 South Cedros .Studio 190 Solana Beach. CA. 92075 1� gy. -cT BY: BY: BY: BY: IMPROVEMENTS - MARINE SAFETY CENTER - A -S 5 16 -1691 t: 858.792.5906 ! f: 858.792.5916 DATE: B ' 4' DATE: DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF q N 6A 08/03/2016 BID SET Q C PLAN VIEW IRE EXTINGUISHER ER SPECS. — SECTION O 4W-TO ATTACH PER MANUFACTURER'S RECOMMENDATIONS DOUBLE WALL FIRE RATED Sim .Q - IF LL I d a _ I I I I I I bQ I I LJ SIDE VIEW a D K_\.` &THAT. CLEAVAGE MEMBRANE CURED MORTAR BED OVER METAL LATH. BATT INSULATION PER TITLE -24 WALL TILE, INSTALL PER MANUFACTURER'S SPECIFICATIONS DRY -SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT WOOD STUD PER STRUCTURAL NNATiZeff co U1 Q mmmm =00 I I SPUTFACE BLOCK N m CMU BLOCK 8 x 16, TYP. ■ CMU BLOCK Q 4 x 16, TYP. ■---___-- COLOR:NUFAD BURNISHED BLOCK SILICONE SEALER COLOR: BROWN MANUF. ¢ I I SHOT BLAST BLOCK CONTRACTOR TO .yy, - -- O L J ii RANDOM PATTERN, PRECISION BLOCK CONCRETE CURB ■ PRECISION BLOCK iE /;ZE— m �N / — IN A ROW. I DRAWINGS FOR I ADDITIONAL INFORMATION _m mm i-- � 11i:—i ELEVATION I HORIZONTALLY EACH SIDE, , I JOINTS STAGGERED. NAIL I -IM--_---. KNOX -BOX 3200 SERIES I .. MOISTURE BARRIER • • . _ . . � `�•'f �. "81:81. WALL TILE HINGED DOOR RECESS II COOLER OR WALLBOARD �— OCCURS MOUNT '. NAILS AT 3/8" O.C. FACE 'V' CONTROL JOINT: LAYER WITH 8D COOLER OR INTERIOR EXTERIOR TO BUILDINGS V ' ALUMINUM PAINTED TO I WALLBOARD NAILS AT 8" O. C. SIDE SIDE �■bY` .S`1�' .1St` .L`i ®i1:.L`ti�i. ` . ' • MATCH ADJACENT PLASTER ( 2 X 8 WOOD STUDS @ 16" O.C. (BATT INSULATION PER WALL PER PLAN i TILTLE-24) -- SHEATH'G PER STRUGTL STRUCTURAL PANEL PER MENEENIMME (WHERE OCCURS) I ' : STRUGTL i/ %" TYPE 'X'GYPSUM WALLBOARD APPLIED TO -- I ARCiy MMMVZ/�MEN%S /'0 i mmummmm E NE 7 31 FIRE EXTINGUISHER CABINET I U1 PLUMBING CHASE 71 EXII. CMU WALL PATT. NOT TO SCALE IN-WALL-013 SCALE: 1 1/2" = V -0" IN-WALL-003 SCALE: 3/8" = 1' -0" EX- WALL -015b i • p1.7 1� \�Ila�i9 FIRE EXTINGUISHER�\ \ SIM. A - DETAIL �J OD =00 I I SPUTFACE BLOCK N COLOR: NUFAD CMU BLOCK 8 x 16, TYP. CMU BLOCK Q 4 x 16, TYP. COATED W/ CLEAR COLOR:NUFAD BURNISHED BLOCK SILICONE SEALER COLOR: BROWN MANUF. ¢ I I SHOT BLAST BLOCK CONTRACTOR TO COLOR: CAL GOLD O L J ORCO BLOCK CO. RANDOM PATTERN, PRECISION BLOCK CONCRETE CURB COLOR: TAN 7 31 FIRE EXTINGUISHER CABINET I U1 PLUMBING CHASE 71 EXII. CMU WALL PATT. NOT TO SCALE IN-WALL-013 SCALE: 1 1/2" = V -0" IN-WALL-003 SCALE: 3/8" = 1' -0" EX- WALL -015b i • p1.7 1� \�Ila�i9 FIRE EXTINGUISHER�\ \ SIM. A - DETAIL �J OD ra' I I (�'� N SELF ADHERING WATERPROOF NOTE: ALL EXPOSED STRUCTURAL PANEL PER CMU SHALL BE PRECISION BLOCK 5/a " TYPE 'X'GYPSUM COATED W/ CLEAR COLOR:NUFAD ATTACH PER SILICONE SEALER LL MANUF. ¢ I I RECOMMENDATIONS CONTRACTOR TO SPACE BLOCK IN LLLLL L J PROVIDE 6 L x 4'H (4 RANDOM PATTERN, LIFTS) MOCK -UP ON BUT WHERE NO PRECISION BLOCK SITE FOR MORE THAN 3 ALIGN COLOR: WHEAT ARCHITECT'S REVIEW IN A ROW. I DRAWINGS FOR I ADDITIONAL INFORMATION 7 31 FIRE EXTINGUISHER CABINET I U1 PLUMBING CHASE 71 EXII. CMU WALL PATT. NOT TO SCALE IN-WALL-013 SCALE: 1 1/2" = V -0" IN-WALL-003 SCALE: 3/8" = 1' -0" EX- WALL -015b i • p1.7 1� \�Ila�i9 FIRE EXTINGUISHER�\ \ SIM. A - DETAIL �J OD ra' I I (�'� N SELF ADHERING WATERPROOF DOOR STRUCTURAL PANEL PER STRUCTL 5/a " TYPE 'X'GYPSUM WALLBOARD APPLIED TO ATTACH PER STUDS WITH 6D COOLER OR LL MANUF. ¢ I I RECOMMENDATIONS MEMBERS. USE TYPE III CEMENT L J WITH (1) LAYER 1/2" SEMI - RECESSED FIRE INT. EXTINGUISHER EXT. SIDE VIEW CABINET WITH ROLLED EDGE TRIM. INTE SIDE PLAN VIEW INTEGRAL COLOR EXTERIOR CEMENT PLASTER PER ELEVATIONS MOISTURE BARRIER 2 X 6 WOOD STUDS @ 16" O.G. (BATT INSULATION PER ra' TILTLE- 24) (�'� N SELF ADHERING WATERPROOF STRUCTURAL PANEL PER STRUCTL 5/a " TYPE 'X'GYPSUM WALLBOARD APPLIED TO fixar� u STUDS WITH 6D COOLER OR 2 x WOOD STUDS 16" O.C. WALLBOARD NAILS @ 7" O.C. W/ END JOINTS ON NAILING MEMBERS. USE TYPE III CEMENT INTERIOR EXTERIOR SIDE I ' SIDE WITH (1) LAYER 1/2" 8" CMU. WALL, SEE STRUCT INT. EXT. 51 EXT. CEMENT PLASTER PER CONTRACTOR TO PROVIDE 6'L x 4'H (4 MOISTURE RESISTANT GYP BD APPLIED VERTICALLY OR I DRAWINGS FOR I ADDITIONAL INFORMATION LIFTS) MOCK -UP ON SITE FOR ARCHITECTS REVIEW ELEVATION COLOR 1 W/ LIGHT QUARRY STONE FINISH COLOR 1 W/ HEAVY QUARRY STONE FINISH COLOR 2 W/ LIGHT QUARRY STONE FINISH LENS BETWEEN LIFTS OF SAME COLOR TO RECEIVE DUST ON COLOR HARDENEI SCOFIELD, A -53 (ARIZONA TAN), TYP. ENHANCED LENS: 3/8 "( -) SHELL AGGREGATE x 5 -0" LONG, REPEAT 12'- 16 O.C. IN LENS 3'- 5' ABOVE FIN. GRADE. NOT REQ'D @ BID ALT. 1 (GARAGE) TYP. LIFT 8" MIN. TO 16" MAX. HT. 9 , CMU BLOCK 8 x 16, TYP. ME -STONE BLOCK LOR: WHEAT : ALL EXPOSED IU SHALL BE TED W/ CLEAR ,ONE SEALER RETE CURB 14NOT FIRE EXTINGUISHER CABINET 1 2x6 STUD WALL TYP. 81 SEDIMENTARY WALL 51 INT. CMU WALL PATT. 21 TO SCALE IN-WALL-013B SCALE: 3" = V -0" FR -1 HWL -007c SCALE: 3/8" = V-Y' WL -CONC -022 SCALE: 3/8" = V -0" EX- WALL -015a INTEGRAL COLOR EXTERIOR CEMENT PLASTER PER ELEVATIONS PLAN VIEW 91 08/03/2016 BID SET (j N N SELF ADHERING WATERPROOF e p v MEMBRANE i 2 x WOOD STUDS 16" O.C. MOISTURE BARRIER INTERIOR EXTERIOR SIDE I ' SIDE WITH (1) LAYER 1/2" 8" CMU. WALL, SEE STRUCT INT. EXT. 51 EXT. CEMENT PLASTER PER . I MOISTURE RESISTANT GYP BD APPLIED VERTICALLY OR I DRAWINGS FOR I ADDITIONAL INFORMATION ELEVATION I HORIZONTALLY EACH SIDE, , I JOINTS STAGGERED. NAIL I KNOX -BOX 3200 SERIES I .. MOISTURE BARRIER BASE LAYER WITH 5D EXTERIOR FINISH WHERE WALL TILE HINGED DOOR RECESS II COOLER OR WALLBOARD �— OCCURS MOUNT '. NAILS AT 3/8" O.C. FACE 'V' CONTROL JOINT: LAYER WITH 8D COOLER OR INTERIOR EXTERIOR TO BUILDINGS V ' ALUMINUM PAINTED TO I WALLBOARD NAILS AT 8" O. C. SIDE SIDE ALARM SYSTEM MATCH ADJACENT PLASTER ( 2 X 8 WOOD STUDS @ 16" O.C. (BATT INSULATION PER WALL PER PLAN i TILTLE-24) SHEATH'G PER STRUGTL STRUCTURAL PANEL PER (WHERE OCCURS) I ' : STRUGTL %" TYPE 'X'GYPSUM WALLBOARD APPLIED TO -- I ARCiy E CMU WALL WITH NAILS C.) �N O WALLBOARD @ 7" O.C. PLAN VIEW W/ END JOINTS ON NAILING Q, loT�� MEMBERS. * " No. C25165 z COA9�.., 01- 31-�Q� KNOX BOX @ CMU WALL CONTROL JOINT 2x8 STUD WALL TYP. NR - INT PARTITION (TYP) 811 CMU WALL SCALE: 3" = V -0" SP- KNOXBOX -001 SCALE: 3" = V -0" EX- STCO -01 SCALE: 3" = V -0" FR- IHWL -007d SCALE: 3" = V -0" WL -005a SCALE: 3" = V -0" FR- 11HWL -017c REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 1502 ACAD FILE NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CD SUBMITTAL 7/8/16 Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE MOONLIGHT STATE BEACH lDf S� 75% CD SUBMITTAL RI 7/21/16 BID SET 8/03/16 A -6.1 t aaa South Cedros .Studio 190 f/ gy; (�f� l��,%1l12SL +^ BY: BY: BY: IMPROVEMENTS - MARINE SAFETY CENTER - A-8,6 CITY PROJECT NO: SoianaBeach.CA.92075 BY: t: 858.792.5906 / f: 858.792.5916 DATE: DATE: DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF 08/03/2016 BID SET 08/03/2016 BID SET Q rW vl ° a 2X CEILING FRAMING ° CEMENTITIOUS BACKER BOARD CMU WALL P v PER PLAN v ° ° SCREW INTO 0 BLOCK 2X CEILING FRAMING WALL TRACK PER SPEC GLU LAM BEAM PER ° a SHOWER CURTAIN STRUCTURAL w CEMENTITIOUS BACKER HANGER ASSEMBLY ° ° BOARD WATERPROOF MEMBRANE/ FRAMING PER ANTI- FRACTURE STRUCTURAL BED OVER ANTI- FRACTURE METAL LATH. ° . ° WATERPROOF MEMBRANE - TILE ALL SHOWER ENCLOSURE 1X6" T &G CEDAR PLANK 9.. WALLS, CEILING, FLOOR CEILING CURED MORTAR BED OVER a ° P METAL LATH P ° 7 I9 V ° :. TILE WOODWORKS GRILLE 7263 BO LIGHT CHERRY ° ° - -- FRY REGLET F- REVEAL 314 " -1 -1 /2" #DRMF- 625 -50 TILE SHOWER CEILING SHOWER @ CLG 0 3" CORNER GUARD ON GYP SOFFIT @ WOOD CEILING SCALE: 3" = VI IN- TILE -0148 MR SCALE: & = 1'-0" IN- TILE -0148 11/2"=1'-0" IN- WALL -016 11/2"=1'-0" IN- CLNG -023a U WALL PER PLAN ROOF STRUCTURE PER STANDING SEAM ROOF PANE O/ VENTILATION MAT O/ STRUCTURAL DWGS. CONCRETE SLAB UNDERLAYMENT a a o TILE °. v a V° ° RED MORTAR BED OVER ° 114" GLASS -MAT FACED, METAL LATH. ° °'. Q o TREATED GYP BD DECKING o° DUCT DIAMETER :' '. '' a PER MECH - ..,.'_ -:` . ... .,. .:. ..'..... 4X6 WOOD BLOCKING AS a .° ti.. - °', .... -.►' — REQUIRED ° .9 °° ° ' SHEATHING PER ° -----------WATERPROOF MEMBRANE/ ° ° a'' °, ° ° ° ° ° STRUCTURAL ANTI- FRACTURE 5/8" TYPE'x' GYP BOARD. ° PER SCHEDULE 6 ° r'c BLOCKING PER ° a O STRUCTURAL U WOOD SCREW INTO ° °. O O STRUCTURALABOVE - O o N T2 ELITE CEILING MOUNT P, ._ ° b s CLIP PER STRUGT ENTITIOUS BACKER O W/ 5" EXTENSION PIPE - PER ° I L J 2x FRAMING @ 16'0/C/ BOARD SPECS. ° _ _ _ _ _ _ _ TYP. U.N.O. FRAMING PER 4" va STRUCTURAL WATERPROOF MEMBRANE/ ° x ANTI- FRACTURE CURED MORTAR BED OVER °' 518" TYPE 'X' GYP BOARD I METAL LATH. ° a EACH SIDE 1X6" T &G CEDAR PLANK ° CEILING It AB BAR, WHERE OCCURS TILE BINOCULARS PER SPECS. CMU BLOCKING v - 1 7 ti Q v Q ° ° ° GLU LAM BEAM PER M PLAN VIEW `- STRUCTURAL RECESSED SHELF SHOWER JAMB BINOCULAR CEILING MOUN SOFFIT FRAMING WOOD FINISH @ CEILING SCALE: 3" = V -0" IN- TILE -0148 SCALE: 6" = T -0" INIILE -0148 11/2"=1'-0" SP- BINOCLR -001 11/2 " =1' -0" IN -CLNG -024 3" = 1' -0" IN- CLNG -021a CMU WALL PER PLAN a ° TILE FRY REGLET CURED MORTAR BED OVER F- REVEAL METAL LATH. DRMF- 625 -375 1 "' X 51(2" BIRCH CAP V N . a � WATERPROOF MEMBRANE/ 1/8" 0 EDGE EDGE . ANTI- FRACTURE _ TILE PAINT FACE OF 1X4 p z ' 1" RADIUS COVE p BLACK eo a LINEAR DRAIN REINFORCED 1 "' Z GYP. BD. WVL' METAL 4 MORTAR BED MOISTURE BARRIER 1 -1/4" - 2" REINFORCED GYP. BOARD EDGE MORTAR BED. SOLID MARBLE LIGHT FIXTURE 1/4:12 MIN THRESHOLD p Q 1/4:12 MIN TOP OF SLAB " 42 Mitt. —�. - .. `.... ...n....n p WALL PER p d V a TERPROOF PLAN 4 Q p MEMBRANE/ p p a ANTI- FRACTURE °� a 7/8" CEMENT PLASTER, SAD ARey a CONC. FILL, SLOPE TO CONC. FILL, SLOPE TO 6" 8" PLASTER MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR 4 E . \�N Dlf�FG� DRAIN 2% MAX DRAIN 2% MAX 2X6 C.J. @ 24" O.C. BROWN COAT BY VOLUME, -J o 8" HIGH CONCRETE CURB, ONCRETE SLAB CEMENT TO SAND. * No. C25166 z A.F.F. EXTERIOR CMU WALL N9i� 01 -31 Q= SHOWER FLR TO WALL TILE TRANSITION COVE LIGHTING DETAIL EXTERIOR PLASTER SOFFI INT —WALL CAP of cA\� IN- TILE -014, SCALE: 3" = 1'-0° IN TILE -0148 SCALE: 1 1/2" = 1'-0" IN CLGN -025 SCALE: 3" = 1'-0" EX- PL- SOFFIT 001 & 1'-0" IN- WALL -001 REVISIONS APPROVED DATE SUB - CONSULTANT SDA PROJECT NO. 1502 ACAD FILE NO. ARCHITECT APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CD SUBMITTAL 7/8/16 Stephen Dalton Architects, INC. PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE �/� MOONLIGHT STATE BEACH 75% CD SUBMITTAL Rt 7(21/16 BID SET 8/03/16 A-6.1 CITY PROJECT NO: • 444 South Cedros. Studio 190 Solana Beach. CA. 92075 BY: _I9 BY: AA, BY: BY: BY: IMPROVEMENTS - MARINE SAFETY CENTER A =8,11 16 -1691 t: 858.792.5906/ f: 858.792.5916 DATE: S' !+' l(r DATE: 1431A114 DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF 08/03/2016 BID SET Q rW vl 6-29/16' SIGNAGE GENERAL NOTES: 1 PRICING TO INCLUDE SHOP DRAWING SUITABLE FOR ALL REQUIRED PERMITS, FABRICATION AND INSTALLATION 2. SHOP DRAWINGS TO BE COORDINATED WITH THE ARCHITECT AND PROVIDED FOR ALL SIGNS ml L1FEGUAR,,,,,-'-11111' 3. ALL SIGN LOCATIONS AND MEASUREMENTS TO BE FIELD VERIFIED 1/2" THICK AISA 316 PRIOR TO SHOP DRAWINGS AND FABRICATION LETTER FORM A STAINLESS STEEL LETTERFORMS 4. MOCK UPS /MATERIAL SAMPLES TO BE PROVIDED FOR ALL SIGN TYPES FOR WRITTEN APPROVAL 16 01 5. SIGN CONTRACTOR TO COORDINATE WITH PROJECT ARCHITECT AND ALL STRUCTURAL, MECHANICAL AND ELECTRICAL CONSULTANTS AS REQUIRED 6. MOUNTING METHODS AND HARDWARE RECOMMENDATIONS TO ell BE PROVIDED BY SIGN FABRICATOR E T ALL PENETRATIONS INTO BUILDING TO BE COORDINATED WITH THE M A An F CENTER QO PROJECT ARCHITECT; SIGNS SHALL BE WATERTIGHT AND COMPLY LETTER FORM B WITH ALL APPLICABLE CODE REQUIREMENTS REGARDING 4'-533/8' ku STRUCTURAL, WIRING AND APPROPRIATE ILLUMINATION EQUIPMENT (ollil 8. SIGN CONTRACTOR TO OVERSEE ALL SIGN PERMITS AND ENSURE ALL 1 THICK AISA 316 STAINLESS STEEL LETTERFORMS SIGNS ARE COMPLIANT WITH ALL APPLICABLE CODES. 9. ALL FINAL SHOP DRAWINGS, MATERIALS AND SIGN MESSAGES TO BE ffY OF ENC N APPROVED BY THE CLIENT AND PROJECT ARCHITECT PRIOR TO LETTER FORM C FABRICATION 4!-6" 1" THICK AISA 316 STAINLESS 10. AS REQUIRED, PROVIDE CA LICENSED ELECTRICAL AND STRUCTURAL STEEL LETTER FORMS. PIN ENGINEER FOR SHOP DRAWINGS AND PERMITS MOUNT TO FACADE USING 1/8" ALUMINUM STUDS TYP. 4 D 11. DRAWINGS FOR DESIGN INTENT ONLY. DIMS ARE ESTIMATES AND W 400( STUDS PER LETTER NOTE: SHALL BE FIELD VERIFIED BY SIGN CONTRACTOR. NOT FOR 00 C STREE, NOTE: FORM D To BE FIELD 7 ARCHITECT CONSTRUCTION LETTER FORM D TO BE FIELD LETTER FORM D LOCATED WITH LETTERFORM FRONT EX-SIGN-008 14 A-8.15 PARAPET WALL WOOD SLATES PER PER FLOOR PLAN ELEVATION 'YY 1-1/2" THICK AISA 316 S.S. T-0" 2--7- LETTER FORMS WITH WELDED VERTICAL SUPPORTS 13 L I�EQ EQ Q NATURAL STAIN (NOT MOUNT SIGN WITH EXT. -F— — —t POLISHED) FINISH. GRADE GALV COUNTER 1" THICK IPE MECHANICALLY FASTEN TO V FROM LEFT SIDE SUNK SCREW FINISHED WITH METAL OVERHANG BRIGHT RED 2'- 0" FROM LEFT SIDE EQ MARINE COATING 8 LETTERFORM B PAINT RATED FOR DRILL AND TAP 1/2l UV RESISTANCE FLANGE (3/8" DEPTH) L 1" THICK IPE FINISHED WITH a AND EXTREME BRIGHT RED MARINE WEATHER COATING PAINT RATED FOR CONDITIONS 1/2" FLANGE ON C- CHANNEL > LETTERFORM A UV RESISTANCE AND E STEEL CHANNEL EXTREME WEATHER jfl CONDITIONS WOOD SLATES STEEL CHANNEL AT MARINE PER ELEVATION 0 SAFETY CENTER ENTRY CRY OF CONRTAS — 6" FROM LEFT SIDE LU SOFFIT FACING OUT x• a . W PER DETAIL V� vr.. ALL 11" THICK AISA S.S. REFERENCE LETTERFORM C LETTERFORMS. PIN MOUNT TO STEEL CHANNEL USING ALUMINUM STUDS PER LETTER TYP. (4) LU FOR MOUNTING DETAILS ALIGN FACE OF LETTERS WITH FACE OF STEEL CHANEL NORTH ELEVATION @ CROWS NEST (SOUTH ELEVATION SIMILAR AND OPPOSITE) SEE FOR SIGNAGE 4 SEE FOR SIGNAGE GENERAL NOTES SEE( FOR SIGNAGE GENERAL NOTES GENERAL NOTES RED CROSS MOUNTIN FIRST AID CROSS-- SIGN SIDE SCALE: 3" = 1'0" EX-SIGN-013 6" = 1' -0" EX-SIGN-01 SCALE: 3" = V-0" NORTHWEST ELEVATION IRTH ELEVATION EX-SIGN-010 1/4 „ _ V-0” 81 EX-SIGN-009 Sol 1/4" = 1l-011 EX-SIGN-009 2 14 1 112" THICK AISA 316 1 112" THICK AISA 316 1, yll A-8,15 -N— STAINLESS STEEL STAINLESS STEEL TYPICAL SIDE OF WIN IA LETTERFORMS WITH WELDED x 22 Y LETTERFORMS WITH WELDED -N PARAPET WALL VERTICAL SUPPORTS — VERTICAL SUPPOS LETTERFORM 20'-0" EQ —EQ T,0- t_EQ-tE I Q t EQ --------------------------------- - EQ T-0-- EQ EQ lop NOTE: ALL LETTERFORMS @ PER FLOOR PLAN NATURAL SATIN (NOT NATURAL SATIN (NOT 90 0 TO HORIZONTAL POLISHED) FINISH; POLISHED) FINISH; SURFACE MECHANICALLY FASTEN TO �' , Will, MECHANICALLY FASTEN TO CONCRETE OVERHANG. CONCRETE OVERHANG. COORDINATE WITH COORDINATE WITH I" THICK IPE FINISHED STRUCTURAL ENGINEER. STRUCTURAL ENGINEER, WITH BRIGHT RED NO MARINE COATING PAINT RATED FOR UV RESISTANCE AND EXTREME WEATHER BOLT WELDED TO THE CONDITIONS n— BOLT WELDED TO THE INSIDE OF LETTERFORM AND INSIDE OF LETTERFORM AND SECURED TO SS WEDGE SECURED TO SS WEDGE ANCHOR 1/2" HIGH SPACERS ANCHOR WOOD SLATES I I 1 1/2" 2 SS SPACERS PER ELEVATION FRONT EDGE CONCRETE QI A IVI FIELD VERIFY DIMENSIONS. I 1/2" 2 SS SPACERS SS WEDGE ANCHORS IN SECTION @ CONCRETE low SS WEDGE ANCHORS IN SECTION @ CONCRETE USED AR E A WEST ELEVATION @ CROWS NEST ._A SIGN FRONT SIGN REAR SEE FOR SIGNAGE No. C25166 0 � * SIGN SIDE GENERAL NOTES '� FIRST AID CROSS SIGN LETTERING 1- EX-SIGN-012 SIGN LETTE 01- OF REVISIONS SCALE: 3" EX-SIGN-007 CA0 APPROVED DATE SUB-CONSULTANT SDA PROJECT NO. ARCHITECT 75% CD SUBMITTAL 7/8/16 1502 APPROVALS CITY OF ENCINITAS - PARKS & RECREATION DRAWING NO. 75% CID SUBMITTAL R1 7/21/16 PUBLIC WORKS ENGINEERING BUILDING & PLANNING PARKS & RECREATION FIRE 61D ACRD FILE NO. SET. 8/03/16 A-6.1 Stephen Dalton Architects, INC. MOONLIGHT STATE BEACH - 444 South Cedros . Studio 190 BY: BY: M BY: BY: CITY PROJECT Solana Beach. CA. 9207,5 BY: IMPROVEMENTS - MARINE SAFETY CENTER Am8,16 16-1691 t: 858.792.5906 / f: 858.792.5916 DATE: 6 '4 140- DATE: 9 14 11 DATE: DATE: 04/20/2012 DATE: DETAILS SHEET X OF 08/03/2016 BID SET