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ABCC P2 - Bag Drop Structure - Arch. 0009 FIRE APPROVALDRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 12:45:41 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_ARCH.rvtT2.25PHASE 2 -BAG DROP AXONOMETRIC &PERSPECTIVE VIEW2022-352 Author SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 1 PERSPECTIVE BAG DROP 1 SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 2 PERSPECTIVE BAG DROP 2 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/32" = 1'-0"9/7/2023 5:53:47 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_SITE.rvtT0.0TITLE SHEET2022-352 WRS / MW / MJ / NY Atlantic Beach Country Club PHASE 2: 90% CD SET SEPTEMBER 7, 2023 1 1 7/14/23 ADDENDUM#1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 1:20:23 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_SITE.rvtT0.6SHEET LIST -BAG DROP -PHASE 22022-352 Author SHEET NO.SHEET NAME TITLE T-0.0 TITLE SHEET T-0.6 SHEET LIST T-1.4 PHASE 2 - OVERALL SITE PLAN T-2.25 PHASE 2 - MAIN CLUBHOUSE AXONOMETRIC AND PERSPECTIVE VIEWS CIVIL C-2.02 EXISTING CONDITION AND DEMOLITION PLAN C-3.00 OVERAL SITE PLAN C-3.01 SITE PLAN - AREA 1 C-4.01 GRADING AND DRAINAGE PL C-5.01 UTILITY PLAN STRUCTURAL 0-S0.20 YOUTH PAVILION STRUCTURAL GENERAL NOTES 0-S0.22 BAG DROP COMPONENTS AND CLADDING 0-S0.60 YOUTH PAVILION AND STORAGE SHED SPECIFICATIONS 0-S0.61 YOUTH PAVILION AND STORAGE SHED SPECIFICATIONS 0-S3.22 BAG DROP FOUNDATION DETAILS 0-S6.23 BAG DROP FRAMING DETAILS 2-S3.1 BAG DROP FOUNDATION & ROOF FRAMING PLAN ARCHITECTURAL 0-A0.1 ARCHITECTURAL GENERAL NOTES, SYMBOLS & ABBREVIATIONS 0-A0.77 PHASE 2 - EXTERIOR CASEWORK DETAILS, BAG DROP 0-A0.81 STEEP SLOPE ROOF DETAILS 1-A2.10 PHASE 2 - BAG DROP NEW WORK PLANS & ELEVATIONS PLUMBING 2-P1-00 PLUMBING COVER SHEET 2-P1-01 YOUTH PAVILLION PLUMBING PLAN ELECTRICAL 2-E0.1 ELECTRICAL COVER SHEET 2-E2.0 YOUTH PAVILION & SHED POWER PLANS 2-E3.0 YOUTH PAVILION & SHED LIGHTING PLANS 2-E4.0 YOUTH PAVILION & SHED PANEL SCHEDULES FOOD SERVICE 2-FS1.10 FOODSERVICE EQUIPMENT PLAN EXITEXITEXIT EXIT EXIT EXITEXIT EXIT EXIT Dryer Washer REFJ J J J UP UPDYH RWV RWVRWV S WVWV WV GV SV WV DYH GVGVO/C O/C S D WVWVWVWVHYDWVWVWVL/S L/S 6' DIAMETERPLANTER6' DIAMETERPLANTER6' DIAMETERPLANTER6' DIAMETERPLANTERTENNIS COURTL /S L/SPAVER WALKRAMP2 STORY STUCCO CLUBHOUSE1 STORY STUCCO1 STORY STUCCOCONCRETEPATIOTILEL/S L/S CONCRETEPOOLEQUIPMENTAREATENNIS COURTTENNIS COURTTENNIS COURTTENNIS COURTTENNIS COURTTILECONCRETECONCRETEASPHALTASPHALTASPHALTASPHALTASPHALTA S P H A L T ASPHALTASPHALTASPHALTASPHALT8" HEADERCURB8" HEADERCURB (TYP.)8" HEADERCURB (TYP.)8" HEADERCURB (TYP.)8" STUCCOWALLBATH HOUSEFITNESS CENTERCONCRETEPAVER WALKSWIMMING POOLGRASSGRASSGRAVELSTEPSTILEFIRE PIT9"PAL 11"PAL 11"PAL 10"PAL 10"PAL 10"PAL 14"PAL 8"PAL 10"PAL12"PAL 10"PAL 10"PAL 9 "PAL 9"PAL 9"PAL 9"PAL 11"PAL 10"PAL 12"PAL 12"PAL 6"PAL 13"PAL 10"PAL 11"PAL 15"PAL 12"PAL 12"PAL 12"PAL 12"PAL 14"PAL 8"PAL 9"PAL 14"PAL12"PAL 11"PAL 13"PAL 10"PAL12"PAL 15"PAL15"PAL 10"PAL 10"PAL 10"PAL 12"PAL 7"PAL 12"PAL 13"PAL 8"PAL 12"PAL 12"PAL 12"PAL 9"PAL 11 "P AL 11"PAL 8"CED7"CED 10"MAG 8"L OAK 12"PAL 12"PIN 18"PIN 7"L OAK 11"PAL 8 "PAL 11"PAL (9.77)(9.9 5) (9.80)(10.00) (10.12) (9.93) (10.22)(10.30) (10.28) (10.15) (10.14) (10.36) (10.31) (10.48)(10.58) (10.39)(10.61) (10.43) (1 0.59 ) (10 .76 ) (1 0.6 2 ) (10 .76 ) (11.14) (11.22)(11.34) (11.33)(1 0.70)(10.76)(1 1 .2 1 )(10.82)(11.4 3) (11.49) (11.51) (11.04) (11.70)(11.26)(10.38)(9. 1 2)(8.31)(8.20)( 9 .28) (10.53) (9.9 6) (10.6) (10.2) (10.5) (9.8) (8.8) (11.1) (11.0)(10.2) (11.4)(11.8)(11.7 ) (11.0) (11.0) (10.8) (11.2) (12.5) (11.3) (12 .2) (11.9) (11.2) ( 1 0 .4) (8.9)(8.5) (12.1)(10 .3) (11.1) (9.5) (10.6) (12.4) (10.6) (13.4) (12.2) (11.6) (10.5) (9.4) (9.82) (9.96) (10.16) (10.18) (10.11)(9.95) (10.27) (10.20)(10.04) (10.39) (10.29) (10.16) (10.44) (10.42) (10.24) (10.58) (10.50) (10.31)(10.37) (10.57) (1 0.92)(1 0.81 ) (1 0.60) (1 0 .8 0 ) (11.13 ) (11.28)(11.31) (11.37) (11.17) (11.16) (11.07) (11.02) (1 1 .06)(10.85)(11.39)(10.91)(11.33)(10.89)( 1 0.62 ) ( 1 1 .1 6) (10.95) (11.14) (1 1 .2 3 ) (11.0 1)(10.23)(8.65)(7.59)(7.42)(8.22)(9.34)(10.30)(10.54)(10.92)(10.39)(10.58)(7.6) (7.8) (11.8) (11.2) (8.9 ) (11.9) (9.3)(12.3) (12.7) (13.0) (13.1)(14 .6) (15.1) (13.7) (13.2) (12.7) (15.7) (13.1) (13.1) (10.5) (12.4) (13.4) (13.2) (10.8) (9.5) (8.9) (11.9) (13.1) (11.8) (10.8) (11.2) (8 .4)(9 .2)(9.2)(8.6) (8.6)(8.1 )(8.5) (7.0) (8.7) (8.2) (8.3) (10.1) (11.5) (9.1) (10.6) (9.7) (9 .9) (11.6) (10.1) (12.2) (12.3) (13.9) (11.0 ) (11.6) (14 .1)(10.9) (11.4)(10.7) (10.3) (10.6) (11.8) (11.5 )(10.23) (11.8) (11.1) (12.2) (12.2) (12.2) (10.6) (9.4) (12.1) (11.6) (11.3) (11.2) (11.5) (11.1) (10 .7) (10.9) (11.8) (10.8) (10.42) (10.09)(9.93) (10.51) (10.01) (1 0.6 8)(10.3 0) (10.1 5) (1 0.5 4) (10.4 3) (1 0.2 5 ) (1 0.7 5 ) (1 0.6 6 ) (10.51)(9.64)(9.80)( 6 . 9 9 ) ( 7 .1 0) (10 .6) (12.0) (13.0) (12 .6)(14.6) (12 .5)(15 .4) (12.4) (11.8) (11.9) (11.7) (11.0) (1 0.5) (12.9) (11.8) (1 4.6) (13.3) (14.8) (10.9) (12.2) (11.1) (12.3) (11.2) (14.9) (11.7) (11.4) (11.1) (12.3) (11.2)(12.5) (12.2) (15.2)(9 .6) (1 1.2) (9.8) (14.0) (8 .2)(8.4) (10 .5) (10.4)(12.0) (9.1) (10.9) (7.3 ) (7 .6) (9.6) (8.5 ) (6.3) (7.8) (9.5) (7.5) (10.3) (7.1)(6.5) (10.6) (7.5) (5.5) (5.0) (5.1 ) (5.2) (6.1) (9.6) (8.6 ) (9.7)(10.2) (11.1) (10.2) (9.4) (10.8) (12.1) (7.6) (7.0) (6.8)(9.4)(8.9) (8.8) (7.2) (7.5) (9.0) (9.7)(9.3) (10.0) (11.4) (10.6) (11.3) (9.8) (8.8) (10.9) (11.0 ) (10.38)(11.23)(11.31)(11.15)(1 1 .2 7 )(11.04)(1 0.7 6)(9.32)(8.58)(8.41)(8.72)(8.57)(8.43)(8.47)(9.03)(8.63)(8.93)(9.03)(8.36)(8.56)(8.10)(8.25)(8.27)(7.98)(8.15)(8.14)(8.40)(8.23)(8.25)(8.27)(8.71)(8.23)(8.40)(8.33)(8.28)(8.28)(8.22)(8.18)(8.72)(8.76)(8.74)(6.70)(6.49)(6.52)(6.39)(6.41)(6.25)(6.06)(5.91)(5.88)(5.97)(6.10)(5.94)(6.24)(6.12)(6.45)(6.27)(7.64)(8.06)(8.01)(8.27)(8.33)(8.25)(8.64)(8.63)(8.64)(8.64)(8.86)(9.02)(9.30)(9.32)(9.32)(9.39)(8.97)(8.97)(9.25)(9.22)(9.10)(9.03)(9.34)(9.28)(9.33)(8 .7 4)(8.75)(8 .3 4 )(8 .3 5 )(7 .2 5 ) (7.0 7) (6 .89 )(7.1 6)(7.2 2)(7 .70 )(7 .2 6 )(7 .7 3 )(7 .0 3 )(7 .5 5 )(8.13)(7.42)(8.95)(9.10)(9.14)(9.24)(9.29)(9.11)(7.72)(9.39)(8.88)(8.77)(8.66)(9.06)(8.56)(9.09)(9.33)(9.06)(9.51)(9.69)(10.13)(10.15)(8.80)(8.88)(9.96)(9.88)(9.42)(9.22)(8.80)(8.66)(8.67) (8.67)(8.61)(8.59)(8.86)(8.70)(9.75)(9.74)(9.12)(9.30)(8.75)(8.45)(9.04)(9.07)(8.93)(8.92)(9.77)(9 .2 7 )(9.17)(9.63)(8.80)(9.38)(8.54)(8.57)(8 .5 8 )(9.00)(8.67)(8.45)(9.32)(9.35)(9.52)(9.70)(7.9)(7.5)(7.8)(7.4)(8.2)(8.0)(7.3)(7.9)(7.9)(8.1)(8.0)(7.7)(7.8)(7.6)(8.1)(7.6)(8.4)(8.7)(8.4)(7.9)(8.5)(7.9)(8.0)(7.8)(7.8)(8.1)(8.1)(8.2)(8.3)(8.8)(8.7)(8.5)(9.1)(6.9)(7.5)(7.9)(8.4)(8.2)(8.1)(8.3)(4.5)(4.3)(4.3)(4.4)(8.3)(8.3)(8.3)(8.2)(7.9)(7.4)(6.8)(7.9)(7.6)(7.8)(8.3)(8.5)(7.8)(7.1)(6.9)(6.7)(6.7)(7.1)(6.9)(6.6)(7.0)(8.1)(7.9)(7.5)(6.5)(6.4)(6.7)(6.7)(6.7)(7.2)(7.9)(8.2)(8.7)(8.9)(7.4)(8.2)(7.3)(7.3)(7.1)(7.1)(7.3)(7.3)(7.1)(7.3)(7.2)(7.3)(10.3)(10.8)(7.1)(7.5)(8.9)(9.0)(8.4)(8.4)(7.3)(7.3)(7.3)(7.3)(6.9)(8.4)1' CONC. HEADWALLC O NC R E T E CONCRETE CONCRETE1' CONC. HEADWALLCONCRETECOVERED PAVERS PAVERSCONCRE TE CART P A TH CONCRETE CART PATH C O N C RETE C A R T PA T HCONCRETE CART PATHDI RT CART PATHC O N C R E T E W A L K 2-STORY FRAME RECREATION BUILDING F.F.EL.=(11.48) ATLANTIC BEACH DRIVE(50' RIGHT OF WAY PER P.B. 67, PGS. 52-54) CATCH BASIN GRATE EL.=(9.60) CATCH BASIN GRATE EL.=(9.58) SANITARY MANHOLE TOP=(10.08) C O N C R E T E S A NITA RY M A N H OLE TO P =(10.50) D R AIN A G E M A N H OLE TO P = (10.42) TRACT "A-1" (LANDSCAPE/UTILITIES) YARD DRAIN GRATE=(10.96)YARD DRAINGRATE=(10.00)YARD DRAIN GRATE=(9.17) YARD DRAINGRATE=(10.12) YARD DRAIN GRATE=(10.14)YARD DRAI NGRATE=(7.79)YARD DRAI NGRATE=(8.06)S H E R M A N ' S C R E E KS H E R M A N ' S C R E E KPAVERS S H E R M A N ' S C R E E KSELVA MARINA DRIVEATLANTIC BEACH DRIVEPAVERSELECTRIC HANDHOLE ELEC.VAULT RECLAIME D WATER METER CABLE RISER E L EC . VAULT WATERMETER WATER METER CABLE RISER ELEC. PAD 7" BOLLARD BACKFLOW PREVENTER A T & T V A U L T U TILIT Y B O X E S 4" WELLELEC.VAULTFIREHYD.L.P.WATERVALVE(TYP.)32.7'40.7'32.7'40.7'COVEREDDRIVE THRULANEFLAGPOLEELEC.TRANS.CONC. BULKHEADYARDDRAINYARDDRAINYARDDRAINCONC. S/WCURB & GUTTERSITE BENC HMARK: SET NAIL IN CONC. ELEV.=(8.78) ELEV.=(11.18)SET NAIL IN CONC.SITE BENCHMARK:8.9'27.5'27.6'35.8'27.5'10.0'23.5'10.0'29.5'27.5'29.3'8.0'26.9'35.7'10.2'2.0'6.0'2.0'2.0'2.0'11.8'11.8'5.8'5.8'20.5'21.0'10.3'6.6'9.4'COV.ENTRYA/C UNITSA/CA/CCOV.COV.COV. PATIO12'11'7'COV. TILEF.F.EL.=(9.44)4.5'4.3'49.0'4.5'20.3'4.3'3.9'2.9'3 0 ' R A D .5.2'8.4'31.4'8.4'16.2'28.7'4.2'16.7'4.9'6.5'7.2'1.3'3.5'1.5'13.9'3.5'7.2'6.5'1.3'4.9'7.7'5.3'35.6'2.0'11.5'6.2'28.8'16.8'16.0'36.2'16.0'15.6'28.8'4.8'58.3'F.F.EL.=(9.44)F.F.EL.=(9.44)7.5' JEA-E ATLANTIC BEACH DRIVE (50' R/W)ATLANTIC BEACH COUNTRY CLUB UNIT 1P.B. 67, PGS. 52-54T RA CT "A-1" (LA ND SCAPE & UTI LIT IES) TRACT "B-1 " (LA ND SCA PE & UT I LITIES)TRACT "A"(SIGNAGE)TRACT "B"(SIGNAGE)7.5' JEA-E7.5' JEA-EPRO SHOP(362 SF)BAR SEATINGYOUTH PAVILIONPROPOSEDTENNISCOURT3(RELOCATED)PROPOSEDTENNISCOURT8PROPOSEDTENNISCOURT9PROPOSEDTENNISCOURT1010 10 1 0 101010 10 1 010 15 10 6 7 7 7 8 888 8 88 9 9 999999 11 111111 11 1111 11 1 2 1 2 1 2 12 12 1 2 1 2 1 2 1212 13 13 13 1 3 13 14 14 1 4 911 11 11 11 11 11 1 1 1 2 11111111 11 1 1 11 1 1 MAINTENANCE YARDYOUTH PAVILION12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 36"oak 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 12"PAL 6" 6" 6" 6" 6" 6" 5'X5' TREE WELLS 100 lf METAL POOL FENCE SHED BAG DROP EXISTING LANDSCAPE BUFFER FUTURE LANDSCAPE BUFFER PROPERTY LINE EXISTING LANDSCAPE BUFFER 36' - 0"23' - 3"S.B.20' - 0"PROPERTY LINE POOL CABANA 2 POOL CABANA 1 POOL CABANA 3 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/32" = 1'-0"9/7/2023 1:20:29 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_SITE.rvtT1.4PHASE 2 -OVERALL SITE PLAN2022-352 Author SCALE:NOT TO SCALE1OVERALL SITE N TRUE1/32" = 1'-0" 4 A2.1.1 4 A2.1.1 4 A2.1.1 4 A2.1.1 20 N 4 DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER GRID LINES & CALLOUTS PROJECT NORTH NEW WORK KEYNOTE MATCHLINE WORK POINT / CONTROL POINT / DATUM MARK DEMO WALL EXISTING WALL NEW WALL 3 DOOR TAG WINDOW TAG EXIT SIGN FILLED QUARTER(S) INDICATES SIGN ORIENTATION FIRE SPRINKLER HEAD 7 WALL TAG TAG 101 W10 06.01 NEW EXISTING DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 1:44:09 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt0-A0.1ARCHITECTURAL GENERAL NOTES, SYMBOLS& ABBREVIATIONS2022-352 WRS / MW / MJ / NY 10/17/22 PHASE 1 & 2 SCHEMATIC DESIGN SYMBOLS A A/AROUND ALL AROUND A A/V AUDIO VISUAL A AB ANCHOR BOLT A ABC ABOVE CEILING A ABV ABOVE A AC ASPHALTIC CONCRETE A ACC ACCESS A ACC DR ACCESS DOOR A ACC FL ACCESS FLOOR A ACC P ACCESS PANEL A ACCES ACCESSORIES A ACOUS ACOUSTICAL A ACOUS INSUL ACOUSTICAL INSULATION A AD AREA DRAIN A AD SEG ADMINISTRATION SEGREGATION A ADD ADDENDUM / ADDENDA A ADDN ADDITION / ADDITIONAL A ADH ADHESIVE A ADJ ADJACENT A ADJT ADJUSTABLE A ADMIN ADMINISTRATOR / ADMINISTRATION A AFF ABOVE FINISHED FLOOR A AFS AUTOMATIC FIRE SPRINKLER A AGG AGGREGATE A ALT ALTERNATE A ALUM ALUMINUM A ANCH ANCHOR A ANOD ANODIZED A APPD APPROVED A APPL APPLIED A APPROX APROXIMATE A ARCH ARCHITECT / ARCHITECTURAL A ASB ASBESTOS A ASPH ASPHALT A ASPH T ASPHALTIC TILE A ASSEM ASSEMBLY A AUTO AUTOMATIC B B BD BULLETIN BOARD B B/ BACK B B/M BENCH MARK B BEL BELOW B BETUM BITUMINOUS B BEV BEVELED B BG BUMPER GUARD B BLDG BUILDING B BLK BLOCK B BLKG BLOCKING B BM BEAM B BNDRY BOUNDARY B BOTT BOTTOM B BP BENT PLATE B BRCG BRACING B BRD BOARD B BRDG BRIDGING B BRG BEARING B BRK BRICK B BRKT BRACKET B BRNZ BRONZE B BS BOTH SIDES B BSMT BASEMENT B BT BENT B BTW BETWEEN B BUR BUILT-UP ROOF B BW BOTH WAYS C C FLASH COUNTER-FLASHING C CAB CABINET C CC CENTER-TO-CENTER C CCR THE CALIFORNIA CODE OF REGULATIONS C CEM CEMENT C CEM B BRD CEMENT BACKER BOARD C CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED C CG CORNER GUARD C CH BD CHALKBOARD C CHAM CHAMFER C CHAN CHANNEL C CHKD PL CHECKERED PLATE C CI CAST IRON C CIP CAST IN PLACE C CIR CIRCLE C CIRC CIRCUMFERENCE C CJ CONSTRUCTION JOINT C CL CENTER LINE C CLF CHAIN LINK FENCE C CLG CEILING C CLKG CAULKING C CLL CONTRACT LIMIT LINE C CLO CLOSET C CLR CLEAR C CLS CLOSURE C CMT CERAMIC MOSAIC TILE C CMU CONCRETE MASONRY UNIT C CNTR COUNTER C CO CLEAN-OUT C COL COLUMN C COMB COMBINATION C COMM COMMUNICATIONS C CONC CONCRETE C CONF CONFERENCE C CONN CONNECT / CONNECTION C CONST CONSTRUCTION C CONT CONTINUOUS C CONTR CONTRACTOR / CONTRACT C COREBD CORE BOARD C CORR CORRUGATED / CORRIDOR C COTG CLEAN OUT TO GRADE C CPT CARPET C CR COLD ROLLED C CR G CROSS GRAIN C CRS COARSE C CSMT CASEMENT C CT CERAMIC TILE C CTR CENTER C CTSK COUNTERSINK C CU CUBIC / COPPER C CU FT CUBIC FEET C CU YD CUBIC YARD C CUST CUSTODIAN C CW COLD WATER C CYL CYLINDER D DA DOUBLE ACTING D DBL DOUBLE D DEM DEMOLISH / DEMOLITION D DEPR DEPRESSED / DEPRESSION D DEPT DEPARTMENT D DET DETENTION D DF DRINKING FOUNTAIN D DH DOUBLE HUNG D DIA DIAMETER D DIAG DIAGONAL D DIM DIMENSION D DIN DINING D DISP DISPENSER D DIV DIVISION D DL DOOR LOUVER D DMT DEMOUNTABLE D DN DOWN D DO DOOR OPENING D DP DEEP / DEPTH D DPF DAMPPROOFING D DR DOOR D DS DOWNSPOUT D DTL DETAIL D DW DUMBWAITER D DWG DRAWING D DWR DRAWER E (E) EXISTING E E EAST E EA EACH E EA F EACH FACE E EA W EACH WAY E EF EXHAUST FAN E EJ EXPANSION JOINT E EL ELEVATION E ELEC ELECTRIC / ELECTRICAL E ELEV ELEVATOR E EMER EMERGENCY E EMER EMERGENCY E ENCL ENCLOSURE E ENT ENTRANCE E EP ELECTIRCAL PANELBOARD E EQ EQUAL E EQUIP EQUIPMENT E ES EXPANSION SHIELD E ESC ESCAPE E EST ESTIMATE E EWC ELECTRIC WATER COOLER E EWH ELECTRIC WATER HEATER E EXC EXCAVATE E EXH EXHAUST E EXP EXPANSION E EXP B EXPANSION BOLT E EXPD EXPOSED E EXT EXTERIOR F (F) FUTURE F F RT FIRE RETARDANT F FA FIRE ALARM F FAB FABRICATION F FAS FASTEN F FB FLAT BAR F FBD FIBERBOARD F FD FLOOR DRAIN F FE FIRE EXTINGUISHER F FEC FIRE EXTINGUISHER CABINET F FF FINISHED FLOOR F FFE FINISHED FLOOR ELEVATION F FG FINISHED GRADE F FGL FIBERGLASS F FHC FIRE HOSE CABINET F FHMS FLAT-HEAD MACHINE SCREW F FIN FINISH F FIX FIXTURE F FL CO FLOOR CLEAN-OUT F FLASH FLASHING F FLR FLOOR / FLOORING F FLUOR FLUORESCENT F FN FENCE F FND FOUNDATION F FO FINISHED OPENING F FOB FACE OF BRICK F FOC FACE OF CONCRETE F FOM FACE OF MASONRY F FOP FACE OF PANEL F FOS FACE OF STUD F FOW FACE OF WALL F FP FR FIREPROOFING F FRG FURRING F FS FLOOR SINK F FT FEET / FOOT F FTG FOOTING G G GUTTER G GA GAUGE G GALV GALVANIZED G GB GRAB BAR G GEN GENERAL G GENER GENERATOR G GI GALVANIZED IRON G GND GROUND G GR GRADE G GSF GROSS SQUARE FEET G GT GROUT G GWB GYPSUM WALLBOARD H HB HOSE BIBB H HBD HARDBOARD H HC HOLLOW CORE / HANDICAP H HD HEAVY-DUTY H HDR HEADER H HDWD HARDWOOD H HDWR HARDWARE H HK HOOK H HM HOLLOW METAL H HORIZ HORIZONTAL H HP HIGH POINT H HR HOSE RACK / HOUR H HT HEIGHT H HTG HEATING H HTSAM HIGH-TEMPERTURE SELF-ADHERED MEMBRANE H HVAC HEATING, VENTILATION, AIR CONDITIONING H HW HOT WATER I ID INSIDE DIAMETER I IE INVERT ELEVATION I IGU INSULATED GLAZING UNIT I IN INCH I INCL INCLUDED I INFO INFORMATION I INSUL INSULATION I INT INTERIOR I INTM INTERMEDIATE I INV INVERT J JAN JANITOR J JST JOIST J JT JOINT K KEC KITCHEN EQUIPMENT CONTRACTOR K KIT KITCHEN K KO KNOCKOUT K KP KICK PLATE L L LENGTH L LAD LADDER L LAM LAMINATE(D) L LAV LAVATORY L LB LAG BOLT L LBL LABEL L LH LEFT HAND L LKR LOCKER L LP LOW POINT L LSD LIQUID SOAP DISPENSER L LT LIGHT L LVR LOUVER M MACH MACHINE M MAINT MAINTENANCE M MAS MASONRY M MAX MAXIMUM M MB MACHINE BOLT M MC MEDICINE CABINET M MCB METAL CASING BEAD M MECH MECHANICAL M MEMB MEMBRANE M MEZZ MEZZANINE M MFD METAL FLOOR DECKING M MFR MANUFACTURER M MGR MANAGER M MH MANHOLE M MIN MINIMUM M MIR MIRROR M MISC MISCELLANEOUS M MK MARK M ML MATCHLINE M MLDG MOULDING M MO MASONRY OPENING M MOV MOVABLE M MRD METAL ROOF DECK M MS MACHINE SCREW M MSBG MILD STEEL BARRIER GRILLE M MSG MANUFACTURER'S STANDARD GRADE M MT METAL THRESHOLD M MT FLR METAL FLOORING M MTG MOUNTING M MTL METAL M MULL MULLION M MULTI MULTIPLE M MUNI MUNICIPAL N (N) NEW N N NORTH N NAT NATURAL N NIC NOT IN CONTRACT N NO NUMBER N NOM NOMINAL N NON-COM NON-COMBUSTIBLE N NR NOISE REDUCTION N NRC NOISE REDUCTION COEFFICIENT N NSG NON-SECURITY GLASS N NTS NOT TO SCALE O OA OVERALL O OC ON CENTER O OD OUTSIDE DIAMETER O OF OVERFLOW O OFCI OWNER FURNISHED, CONTRACTOR INSTALLED O OFF OFFICE O OFOI OWNER FURNISHED, OWNER INSTALLED O OH OVERHEAD O OJ OPEN-WEB JOIST O OP H OPPOSITE HAND O OPNG OPENING O OPP OPPOSITE O OPS OPPOSITE SURFACE O OZ OUNCE P P CEM PORTLAND CEMENT P P LAM PLASTIC LAMINATE P PB PANIC BAR P PBD PARTICLE BOARD P PC(S) PIECE / PIECES P PCC PRECAST CONCRETE P PCF POUNDS PER CUBIC FOOT P PCKT(S) POCKET / POCKETS P PEB PRE-ENGINEERED METAL BUILDING P PED PEDESTRIAN P PERIM PERIMETER P PERP PERPENDICULAR P PFB PREFABRICATE P PFN PREFINISHED P PG PLATE GLASS P PL PLASTER P PL PROPERTY LINE P PL PLATE P PLAS PLASTER P PLBG PLUMBING P PLWD PLYWOOD P PNL PANEL P PNT PAINT P POL POLISHED P PR PAIR P PREP PREPARATION P PRF PREFORMED P PROT PROTECTED / PROTECTION P PSC PRESTRESSED CONCRETE P PSF POUNDS PER SQUARE FOOT P PSI POUNDS PER SQUARE INCH P PSWT PLASTIC SIMULATED WOOD TRIM P PT POINT P PTC POST-TENSIONED CONCRETE P PTD PAPER-TOWEL DISPENSER P PTN PARTITION P PV PAVING P PVC POLYVINYL-CHLORIDE Q QT QUARRY TILE Q QTY QUANTITIY R R RADIUS/RISER R RA RETURN AIR R RAG RETURN AIR GRILLE R RB RUBBER BASE R RCP REINFORCED CONCRETE PIPE R RD ROOF DRAIN R REC RECESSED R RECEP RECEPTACLE R REF REFERENCE R REFL REFLECTED R REFR REFRIGERATOR R REIN REINFORCED / REINFORCING R REIN CONC REINFORCED CONCRETE R REM REMOVE R REQD REQUIRED R RESIL RESILIENT R RET RETURN R REV REVISION R REV REVERSE R REVD REVISED R RF H ROOF HATCH R RFG ROOFING R RH RIGHT HAND R RHWS ROUND HEAD WOOD SCREWS R RM ROOM R RND ROUND R RO ROUGH OPENING / ROUGH R ROW RIGHT-OF-WAY R RWD REDWOOD R RWL RAIN WATER LEADER S S SOUTH S S2S SURFACED TWO SIDES S S4S SURFACED FOUR SIDES S SA SUPPLY AIR S SAM SELF-ADHERED MEMBRANE S SAN SANITARY S SC SOLID CORE / SCALE S SCHED SCHEDULED S SCR SCREEN S SCUP SCUPPER S SD SOAP DISPENSER / STORM DRAIN S SEC SECURITY S SECT SECTION S SECY SECRETARY S SEG SEGREGATION S SEP SEPARATION S SF SQUARE FEET S SGL SECURITY GLASS S SH(S) SHELF / SHELVES S SHM SECURITY HOLLOW METAL S SHT SHEET S SHTG SHEATHING S SHWR SHOWER S SIM SIMILAR S SK SINK S SMS SHEET METAL SCREW S SND SANITARY NAPKIN DISPOSAL S SNV SANITARY NAPKIN VENDOR S SP SALLYPORT S SPEC SPECIFICATIONS S SQ SQUARE S SS STAINLESS STEEL S SSK SERVICE SINK S STAG STAGGERED S STD STANDARD S STIFF STIFFENER S STL STEEL S STN STATION S STOR STORAGE S STRUCT STRUCTURAL S SUSP SUSPENDED S SVC SERVICE S SYM SYMMETRICAL T T&B TOP AND BOTTOM T T&G TOUNGE AND GROOVE T T(24) TITLE (1-26) OF THE CCR T TB TOWEL BAR T TEL TELEPHONE T TEMP TEMPERED T TER TERAZZO T THERM THERMAL T THK THICK T THR THRESHOLD T TJ TOOLED JOINT T TK BD TACKBOARD T TOC TOP OF CONCRETE / CURB T TOP TOP OF PAVING T TOS TOP OF STEEL T TOW TOP OF WALL T TPH TOILET PAPER HOLDER T TR TRANSOM T TRBG TOOL RESISTANT BARRIER GRILLE T TRD TREAD T TS TUBE STEEL T TSCD TOILET SEAT COVER DISPENSER T TV TELEVISION T TYP TYPICAL U UBC THE UNIFORM BUILDING CODE U UC UNDERCUT U UL UNDERWRITERS' LABORATORY U UL UTILITY U UNF UNIFORM U UON UNLESS OTHERWISE NOTED U UR URINAL V VAR VARIES V VB VINYL BASE V VCT VINYL COMPOSITE TILE V VENT VENTILATOR / VENTILATION V VERT VERTICAL V VEST VESTIBULE V VF VINYL FABRIC V VIF VERIFY IN FIELD V VJ V-JOINT V VNR VENEER V VOL VOLUME V VTR VENT THROUGH ROOF W W WEST W W GL WIRE GLASS W W/ WITH W W/O WITHOUT ABBREVIATIONS 1 SCALING DRAWINGS: DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS AND DESCRIPTIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION ON DRAWINGS. VERIFY WITH ARCHITECT ANY CONFLICTING AREAS PRIOR TO COMMENCING ACTUAL WORK. 2 PRECEDENCE: LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3 DIMENSIONING CONVENTIONS: A. ALL DIMENSIONS ARE GIVEN FROM GRID LINE, FACE OF STUD, FACE OF CONCRETE, FACE OF CMU, U.N.O. B. DIMENSIONS NOTED CLEAR OR “CLR” MUST BE PRECISELY MAINTAINED, ALLOWING FOR THE THICKNESS OF FINISH MATERIALS. C. VERIFY DIMENSIONS MARKED “VIF” PRIOR TO START OF CONSTRUCTION. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. D. IN THE EVENT OF OMISSION OF DIMENSIONS OR CONFLICT BETWEEN DIMENSIONS AS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND RECEIVE CLARIFICATION. DO NOT SCALE DRAWINGS. E. ALL DIMENSIONS ARE GIVEN BASED ON THE NOMINAL SIZE OF THE CONSTRUCTION MATERIAL TO WHICH THEY PERTAIN UNLESS NOTED OTHERWISE. 4 DEFINITIONS OF TERMINOLOGY: A. ALIGN: ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. B. APPROVED EQUAL: AS ACCEPTED IN WRITING BY THE ARCHITECT AS BEING OF EQUIVALENT QUALITY, UTILITY AND APPEARANCE. C. AS REQUIRED: AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCE STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICE, OR BY THE CONTRACT DOCUMENTS. D. DIRECTED: AS REQUESTED, AUTHORIZED, SELECTED, APPROVED, REQUIRED BY ARCHITECT. E. FURNISH: SUPPLY AND DELIVER TO THE PROJECT SITE. F. INDICATED: AS SHOWN, NOTED, AND / OR SCHEDULED ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS. G. INSTALL: ANCHOR, FASTEN OR CONNECT INTO PLACE AND ADJUST FOR USE; PLACE OR APPLY IN PROPER POSITION AND LOCATION; ESTABLISH IN PLACE FOR USE OR SERVICE. H. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR USE. I. SIMILAR: COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATIONS ON PLANS AND ELEVATIONS. J. TYPICAL: IDENTICAL FOR ALL CONDITIONS, UNLESS NOTED OTHERWISE. 5 ABBREVIATIONS: ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. CLARIFY WITH THE ARCHITECT THE INTENT OF ANY ABBREVIATION IN QUESTION. GRAPHIC NOTES █ A. CONSTRUCTION DOCUMENTS 1 WORK INCLUDED IN CONTRACT: ALL INCIDENTAL WORK OR MATERIALS, NOT SPECIFICALLY INDICATED HEREIN, WHICH ARE REQUIRED BY GOOD PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS REQUIRED BY BUILDING DEPARTMENT FIELD INSPECTORS TO COMPLETE THE WORK IN A SATISFACTORY MANNER AND WHICH THE ARCHITECT SHALL JUDGE TO BE SO INCLUDED, SHALL BE DONE OR FURNISHED WITHOUT EXTRA COMPENSATION. 2 SEPARATE CONTRACTS: ITEMS OF WORK INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS NIC (NOT IN CONTRACT) SHALL BE PERFORMED, FURNISHED, OR LET UNDER SEPARATE CONTRACT BY THE OWNER. 3 INCONSISTENCIES IN DOCUMENTS: IN THE CASE OF INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM, THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION. 4 DIMENSIONS: IN THE EVENT OF THE OMISSION OF DIMENSIONS OR CONFLICT AMONG DIMENSIONS AS SHOWN, NOTIFY THE ARCHITECT AND RECEIVE CLARIFICATION. DO NOT SCALE THE DRAWINGS. 5 ERRORS IN DOCUMENTS: IF ANY MATERIAL ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, OF SUCH ERROR OR OMISSION. FAILURE TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND / OR FABRICATION OF THE WORK, CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSION AND THE COST OF RECTIFYING THE SAME. 6 DEVIATIONS FROM DOCUMENTS: NO DEVIATIONS ARE TO BE MADE FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ARCHITECT. 7 DETAILS: DETAILS SHOWN ON DRAWINGS ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS. ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 8 JOBSITE DOCUMENTS: MAINTAIN ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE JOB SITE AT ALL TIMES. 9 RECORD DRAWINGS: MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE WHITE-PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK-UP THESE DRAWINGS TO SHOW THE ACTUAL INSTALLATION. MARK WHICHEVER DRAWING IS THE MOST CAPABLE OF SHOWING CONDITIONS ACCURATELY. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. █ B. REGULATORY REQUIREMENTS 1 REQUIREMENTS: CONFORM TO AND ABIDE BY ALL LOCAL CITY, COUNTY, AND STATE BUILDING AND SANITARY LAWS, RULES AND REGULATIONS AND INDUSTRIAL SAFETY LAWS. IF THE DRAWINGS AND / OR SPECIFICATIONS ARE AT VARIANCE THEREWITH, CONTRACTOR SHALL SO NOTIFY THE ARCHITECT PROMPTLY. SHOULD ANY WORK BE PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, THE CONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. 2 PERMITS: SECURE AND PAY FOR THE GENERAL BUILDING PERMIT AND ANY AND ALL OTHER PERMITS, FEES, INSPECTIONS AND LICENSES REQUIRED FOR THE PROJECT. 3 DEPUTY INSPECTOR: ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY INSPECTOR AS REQUIRED BY THE GOVERNING AGENCIES. █ C. PROJECT COORDINATION & SUPERVISION 1 RESPONSIBILITIES: BE IN CHARGE OF THIS CONTRACT AND THE SITE, AS WELL AS THE DIRECTING, COORDINATING AND SCHEDULING OF ALL WORK AND HAVE FINAL RESPONSIBILITY FOR PERFORMANCE, INTERFACE, AND COMPLETION OF THE WORK AND THE PROJECT. 2 SAFETY: INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS WORK. 3 SUPERVISION OF TRADES: PROVIDE SUPERVISION AND COORDINATION OF ALL TRADES, CRAFTS, AND SUBCONTRACTORS AS REQUIRED TO PROVIDE CORRECT AND ACCURATE CONNECTION OF ABUTTING, ADJOINING, OVERLAPPING, AND RELATED WORK, AND PROVIDE ANY AND ALL ANCHORS, FASTENERS, ACCESSORIES, APPURTENANCES, AND INCIDENTAL ITEMS AS REQUIRED TO COMPLETE THE WORK PROPERLY, FULLY, AND CORRECTLY IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS: EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE DRAWINGS OR SPECIFICATIONS IN HIS TRADE THAT CANNOT BE EXECUTED AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. IMMEDIATELY NOTIFY THE ARCHITECT. IF WORK IS PERFORMED AS SHOWN OR DESCRIBED IT IS ASSUMED THERE IS NO OBJECTION TO THE WORK. 5 SITE CONDITIONS: VERIFY CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT WOULD PREVENT THE EXECUTION OF THE WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS, OR OF ANY DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONS AND THOSE IN THE CONSTRUCTION DOCUMENTS. 6 LINES AND LEVELS: BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE LOCATIONS AND CONSTRUCTION OF THE WORK; AND SHALL CALL TO THE ARCHITECT'S ATTENTION ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK, OTHERWISE, NO ALLOWANCE FOR DISCREPANCIES WILL BE ALLOWED. 7 PROTECTION OF ADJACENT PROPERTY: TAKE ALL NECESSARY MEASURES TO FULLY PROTECT ALL ADJACENT PROPERTIES. 8 CUTTING AND DEMOLITION: PROVIDE ALL REQUIRED PROTECTION PRIOR TO CUTTING, INCLUDING BUT NOT NECESSARILY LIMITED TO SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE EXISTING WORK. CAREFULLY PROTECT ALL EXISTING FINISHES TO REMAIN SUCH AS WALLCOVERING, CARPET, SUSPENDED CEILING AND DOORS. PERFORM ALL CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF NEW WORK, AND SHALL PERFORM FITTING AND ADJUSTMENT OF PRODUCTS TO FINISHED INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND FINISHES. 9 SHORING AND BRACING: PROVIDE TEMPORARY BRACES, SHORES AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, ADJACENT SOILS AND STRUCTURES, UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING CONSTRUCTION. 10 FIELD MEASUREMENTS: OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR THE ACCURATE FABRICATION AND INSTALLATION OF THE WORK INCLUDED IN THIS CONTRACT. EXACT MEASUREMENTS ARE THE CONTRACTOR'S RESPONSIBILITY. 11 TEMPLATES: FURNISH OR OBTAIN TEMPLATES, PATTERNS, AND SETTING INSTRUCTIONS AS REQUIRED FOR THE INSTALLATION OF ALL WORK. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. 12 VERIFICATION OF MECHANICAL REQUIREMENTS: VERIFY THAT ALL MECHANICAL ROOMS, SPACES FOR HOT WATER HEATERS, AND DUCTS, ETC., ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO BE SELECTED. 13 RELOCATION OF WORK: NOTIFY THE ARCHITECT PRIOR TO PERFORMING THE WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION OF ANY ITEM FROM THE POSITION SHOWN ON THE DRAWINGS. 14 SUBMITTALS: REVIEW, APPROVE AND SUBMIT TO THE ARCHITECT SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS. APPROVAL AND SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS REPRESENTS THAT THE CONTRACTOR HAS DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS AND THE FIELD CONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO AND HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS. 15 STORAGE OF MATERIALS: RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING MAXIMUM ACCESS NOT IMPEDING WALKWAYS AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS. █ D. QUALITY STANDARDS 1 MANUFACTURER'S INSTRUCTIONS: UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL MANUFACTURED MATERIALS, PRODUCTS, PROCESSES, EQUIPMENT, SYSTEMS, OR THE LIKE SHALL BE ERECTED, INSTALLED, OR APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, DIRECTIONS, SPECIFICATIONS OR RECOMMENDATIONS. IF ANY ITEM OF EQUIPMENT OR MATERIAL IS FOUND TO BE INSTALLED NOT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAKE ALL CHANGES NECESSARY TO ACHIEVE SUCH COMPLIANCE. 2 SPECIALISTS: MATERIALS, EQUIPMENT, SYSTEMS, AND ASSEMBLIES REQUIRING KNOWLEDGE AND SKILL FOR THE APPLICATION OR INSTALLATION OF SUCH MATERIALS, EQUIPMENT, SYSTEMS, OR ASSEMBLIES SHALL BE APPLIED / INSTALLED BY THE SPECIFIED PRODUCT MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE OR BY A SKILLED OR EXPERIENCED SUBCONTRACTOR SPECIALIZING THE APPLICATION / INSTALLATION OF THE SPECIFIED PRODUCT WITH AT LEAST FIVE YEARS EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. 3 MECHANICS AND PRACTICES: SHOP AND FIELD WORK SHALL BE PERFORMED BY MECHANICS, CRAFTS PERSONS, ARTISANS, AND WORKERS SKILLED AND EXPERIENCED IN THE FABRICATION AND INSTALLATION OF THE WORK INVOLVED. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICES OF THE VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, REVIEWED SHOP DRAWINGS, AND THESE SPECIFICATIONS. 4 INSTALLATION: ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, AND TRUE, OR TRUE TO INDICATED ANGEL, AND IN PROPER ALIGNMENT AND RELATIONSHIP TO THE WORK OF OTHER TRADES. FINISHED WORK SHALL BE FREE FROM DEFECTS AND DAMAGE. 5 ARCHITECT'S RIGHT OF REJECTION: THE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AND WORK QUALITY WHICH ARE NOT CONSIDERED TO BE UP TO THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL BE REPAIRED OR REPLACED, AS DIRECTED, AT NO ADDITIONAL COST TO THE OWNER. █ E. PROTECTION & CLEANING 1 JOBSITE CONDITIONS: DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS, WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THE CONSTRUCTION OF THIS WORK. MAINTAIN THE PROJECT AREA IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. AT COMPLETION OF THE WORK, THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, INCLUDING HARDWARE, FLOORS, ROOFS, SILLS, LEDGES, GLASS OR OTHER SURFACES WHERE DEBRIS, PLASTER, PAINT SPIRITS AND DIRT MAY HAVE COLLECTED. ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. 2 DISPOSAL OF WASTE: DISPOSE OF WASTE, TRASH, AND DEBRIS IN A SAFE, ACCEPTABLE AND LEGAL MANNER, OFF THE OWNER'S PROPERTY, IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. 3 PROTECTION: MAINTAIN FINISHED SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER. IN EVENT OF DAMAGE, PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO APPROVAL OF ARCHITECT AND AT NO ADDITIONAL COST TO OWNER. 4 FINISHED FLOOR SURFACES: PROVIDE PROTECTION FOR THE FINISHED FLOOR SURFACES IN TRAFFIC AREAS PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. GENERAL NOTES REF BDC BD1 BD2 2 0-A0.77 5 0-A0.77 0-A0.77 7 0-A0.77 0' - 11"7' - 7"0' - 11"0' - 11"1' - 11"3' - 11"1' - 11"0' - 11"3' - 2"3' - 3"3' - 2"0' - 11"1' - 5 1/2"LOW COUNTER UPPER COUNTER 8 0-A0.77 3 4 POWER FOR BEVERAGE REFRIGERATOR POWER AT TOP OF COUNTERS WALL BELOW COUNTER 9' - 5"9' - 7"BAG DROP GRADE 0' -0" 7 0-A0.77 REF CABINETSCABINETS QUARTZ COUNTER TOPS TRIM & BASE BOARD WRAP 7' - 9" 0' - 1 1/2"2' - 8"1' - 11 1/2"2' - 8"0' - 1 1/2"0' - 6"3' - 0"0' - 1 1/2"0' - 4 1/2"BAG DROP GRADE 0' -0" 2' - 7"3' - 9"2' - 7" 0' - 4"3' - 3"1' - 10"0' - 4"1' - 11 3/8"0' - 4 3/4" 3' - 9" BAG DROP GRADE 0' -0" 7 0-A0.77 3' - 6"9' - 5" 8' - 10 1/2"1' - 10"0' - 4"2' - 5 7/8"0' - 4" BAG DROP GRADE 0' -0" PAINTED MARINE GRADE PLYWOOD PRESSURE TREATED 2x6 STUD PAINTED AZEK PSWT BASEBOARD PAINTED CEMENT BOARD BORDER UNDER COUNTER MOLDING QUARTZ COUNTERTOPS 0' - 4 1/2"0' - 1 1/4"0' - 1 1/2"CABINET WITH ADJUSTABLE SHELVING PAINTED CEMENT BOARD BORDER BEYOND 0' - 4"1' - 8"0' - 5 1/2"0' - 6"2' - 8"0' - 4"3' - 6"BAG DROP GRADE 0' -0" 9' - 0 1/2"3' - 6"9' - 7" 0' - 4"2' - 7 1/4"1' - 10"0' - 4"BAG DROP GRADE 0' -0" OPEN SHELVING 7' - 9" 2' - 9 1/2"2' - 2"2' - 9 1/2"0' - 1 1/2"2' - 10 1/2"OPEN UNDER COUNTER OPEN UNDER COUNTER LOWER COUNTER UPPER COUNTERPOWER AT TOP OF COUNTERS DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 12:45:37 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_ARCH.rvt0-A0.77PHASE 2 -EXTERIOR CASEWORK DETAILS,BAG DROP2022-352 WRS / MW / MJ / NY SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 1 BAG DROP CASEWORK ENLARGEMENT PLAN SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 3 BAG DROP CASEWORK INTERIOR ELEVATION EAST SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 2 BAG DROP CASEWORK ELEVATION SOUTH SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 5 BAG DROP CASEWORK ELEVATION WEST SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 7 BAG DROP CASEWORK SECTION A SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 8 BAG DROP CASEWORK ELEVATION NORTH SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 4 BAG DROP CASEWORK INTERIOR ELEVATION WEST SCALE:NOT TO SCALE6PERSPECTIVE 1 PAINTED MARINE GRADE PLYWOOD PAINTED CEMENT BOARD BORDER PAINTED AZEK PSWT BASEBOARD PLATELINE T.O.COLUMN G.L.STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING COMPOSITE COLUMN WRAP BEAM PER STRUCT PAINTED STEEL SADDLE PER STRUCT STEEL COLUMN PER STRUCT 2x SHAPED CLOSURE BLOCK EACH SIDE CONCEALED ELECT. CONDUIT WHERE OCCURS 3"3"METAL DRIP WITH HEMMED EDGE 2" EXPOSED AND SHAPED ROOF RAFTER 2' - 6" 1' - 8"R 2' - 10 1/8"1 1/2"STANDING SEAM ROOF ROOF UNDERLAYMENT WOOD BEAM PER STRUCTURAL SHEATHING OVER EXPOSED 2x DECKING RIDGE CAP PER MANUF. 2x SHAPED CLOSURE BLOCK EACH SIDE T.O.SHEATHING CONCEALED ELECT. CONDUIT WHERE OCCURS STANDING SEAM ROOF SHEATHING PER STRUCTURAL FIBER CEMENT SIDING G.L. METAL DRIP WITH HEMMED EDGE CONTINUOUS PAINTED FASCIA W.R.B. CLOSURE BLOCKING 2' - 6" G.L. STANDING SEAM ROOF HTSAM FIBER CEMENT SIDING METAL CAP FLASHING AND DRIP EDGE PAINTED METAL FLASHING OVER HTSAM EDGING CONTINUOUS PAINTED FASCIA BD W.R.B. SHEATHING AND RAFTERS PER STRUCTURAL WALL FRAMING AND UPLIFT CLIPS PER STRUCTURAL NOTE: RAKE CONDTION SIMILAR TRUSS ASSEMBLY SEE STRUCT PLYWOOD SHEATHING OVER 2x DECKING PER STRUCTURAL HTSAM UNDERLAYMENT METAL STANDING SEAM ROOF METAL RIDGE FLASHINGEXPOSED 6x PURLIN SEE ARCH SECTION FOR LAYOUT G.L. T.O.TRUSS PLATE LINE G.L. T.O.C. 2' - 5 1/4" STEEL COLUMN PER STRUCT COMPOSITE COLUMN WRAP BEAM SEE STRUCT BEAM SEE STRUCT BEAM SADDLE SEE STRUCT1' - 9 1/2"5 3/4"2 1/2"2 1/4"1' - 2" RETRACTABLE MOTORIZED SHADE CONCEALED ELECT. SERVICE AND CONNECTION 3"3"GUTTER SYSTEM EDGE METAL STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING EXPOSED STRUCTURAL TRUSS EXPOSED RAFTER BUILT-UP PAINTED WOOD SKIRT ASSEMBLY PAINTED METAL TOP CAP G.L.5 1/2"STANDING SEAM ROOF ROOF UNDERLAYMENT SHEATHING OVER EXPOSED 2x DECKING EXPOSED AND SHAPED ROOF RAFTER PAINTED METAL END CAP, TYP. LOUVERED SCREEN WALL LIGHTING FIXTURE TRUSS CHORD LOW PROFILE FINISH GRADE JUNCTION BOX TRUSS WEB (WHERE OCCURS) G.L. BEAM PER STRUCT PAINTED STEEL SADDLE PER STRUCT EXPOSED BEAM TO BEAM SADDLE CONNECTION SEE STRUCT SEE TYPICAL EAVE DETAIL FOR INFORMATION NOT SHOWN PAINTED STEEL SADDLE PER STRUCT CEILING BEAM PER STRUCT KING POST PER STRUCT PAINTED STEEL SADDLE PER STRUCT CEILING BEAM PER STRUCT KING POST PER STRUCT LIGHTING FIXTURE CEILING BEAM LOW PROFILE FINISH GRADE JUNCTION BOX KING POST (WHERE OCCURS) 2' - 6" DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 12:48:34 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt0-A0.81STEEP SLOPE ROOF DETAILS2022-352 WRS / MW / MJ / NY SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 PHASE 2 - BAG DROP - EAVE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 PHASE 2 - BAG DROP - RIDGE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 8 PHASE 1 - STORAGE SHED - EAVE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 7 PHASE 1 - STORAGE SHED - RIDGE SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 PHASE 1 - YOUTH PAVILION - RIDGE @ VAULTED CEILING SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 PHASE 1 - YOUTH PAVILION - EAVE @ VAULTED CEILING SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 PHASE 1 - YOUTH PAVILION - RAKE @ VAULTED CEILING 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:3 PHASE 2 - BAG DROP - EAVE AT BEAM REF REF BAG STORAGE BAG ATTENDANT BDA BDB BDC BD1 BD2 09.01 11.01 12.01 06.06 6 1-A2.10 4 1-A2.10 5 1-A2.10 1' - 1"15' - 0"15' - 0"1' - 1"1' - 1"12' - 6"1' - 1"0-A0.77 1 2 0-A0.77 5 0-A0.77 BDA BDB BDC BD1 BD2 07.01 07.02 6 1-A2.10 4 1-A2.10 5 1-A2.10 07.03 07.04 6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0" BDA BDB BDC BD1 BD2 06.01 06.02 26.01 6 1-A2.10 4 1-A2.10 5 1-A2.10 06.03 06.04 06.052' - 5 7/8"12' - 6"2' - 6 1/8"TYP.2' - 6"2' - 5 7/8"15' - 0"15' - 0"2' - 5 3/8" TYP. 2' - 6" 26.02 07.05 BAG DROP GRADE 0' -0" BAG DROP ROOF 9' -0" BDA BDB BDC 2' - 5 7/8"15' - 0"15' - 0"2' - 6 1/8"9' - 0"4' - 8 1/4"07.05 BAG DROP GRADE 0' -0" BAG DROP ROOF 9' -0" BD1BD2 6' - 3 1/8"6' - 2 7/8"2' - 6 1/8"4' - 8 1/4"9' - 0"BAG DROP GRADE 0' -0" BAG DROP ROOF 9' -0" BDABDBBDC 07.05 LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 12:45:38 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG2_ARCH.rvt1-A2.10PHASE 2 -BAG DROP NEW WORK PLANS &ELEVATIONS2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 BAG DROP FLOOR PLAN 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 BAG DROP - ROOF PLAN 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:3 BAG DROP - REFLECTED CEILING PLAN NO. DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS & COMPOSITES 06.01 EXPOSED PAINTED WOOD T&G SHEATHING 06.02 EXPOSED PAINTED WOOD RAFTER 06.03 VINYL COLUMN WITH STRUCTURAL POST, TYP. 06.04 EXPOSED PAINTED WOOD CEILING BEAM WITH KING POST TO RIDGE 06.05 EXPOSED PAINTED WOOD HIP AND RIDGE BEAM 06.06 QUARTZ COMPOSITE COUNTERTOP OVER PAINTED MDO CABINET WITH WOOD SIDING FACE █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 ALL GUTTERS TO TIE INTO SUBTERRANEAN STORM SEWER, TYP. 07.02 STANDING SEAM METAL ROOFING TO MATCH CAMPUS 07.03 ROOF RIDGE AT BAG DROP 1/0-A0.81 07.04 ROOF EAVE AT BAG DROP 2,3/0-A0.81 07.05 ALL DOWNSPOUTS TO TIE INTO SUBTERRANEAN STORM SEWER, TYP. █ DIVISION 09 - FINISHES 09.01 PAVING TO MATCH CAMPUS █ DIVISION 11 - EQUIPMENT 11.01 ICE / DRINK DISPENSER █ DIVISION 12 - FURNISHINGS 12.01 LOCKABLE STORAGE █ DIVISION 26 - ELECTRICAL 26.01 SURFACE MOUNTED UP LIGHTING 26.02 SURFACE MOUNTED CEILING FANS 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:4 BAG DROP - EAST ELEVATION 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:5 BAG DROP - NORTH ELEVATION 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:6 BAG DROP - WEST ELEVATION