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KEYED NOTES REVISIONS BY 01 VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK OSINGLE PLY TPO ROOFING MEMBRANE t0 R.N OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. O3 CONTINUOUS 4" CANT STRIP G4 STEEL BAR JOISTS WITH RUST INW151TIVE PRIMER - SEE STRUCTURAL DRAWINGS O5METAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-1/2" MINIMUM 150BOARD INSULATION -1/9" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS i OE.IP.S TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE II ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 12S ~� r 13 1/2" CD GYPSUM WALL BOARDCn ,� N �■ 14 1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT i6" O.G. OVER I" RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. ~ ;,0 FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK. N cd Lam- U 0REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 a x DRAWINGS \�/ ro r 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS �� o ° E, (REFER TO FLOOR PLAN FOR LOCATION WHEN WALL IS TO v) RECEIVE FINISHED GYP, BD. WALLS - WHERE FINISHES ARE NOT �.1 ¢ ti SHOUN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED 2 TYP.) ° 3 it REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL G DRAWINGS 18 SNAP -CLAD ALUMINUM STANDW3 SEAM METAL ROOFING SYSTEM �� o OVER "ICE AND WATER SHIELD" OVER 5/8" EXTERIOR GRADE E a 2- PLYWOOD SHEATHING N °~ ch STEEL BEAM - SEE STRUCTURAL DRAWINGS ~~ 19 NG 20 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS ✓ ^'�s��l�� 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL �~ ' SL DRAWINGS 1 26'-8" APP. ' xvx--..-----------------*; x ' 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS JOIST BEARING / TOP OF ' E'---------------- Y- k- � ' 23 10-MIL VAPOR BARRIER UNDER SLAB E MASONRY 24 in" EXPANSION JOINT A5f % 11 EQUIPMENT - T YS CAR WASH DRAWINGS FORy 25 E PMENt REFER O SDNN E ADDITIONAL INFORMATION zr-0° A.F.F. A5f 26 -I/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH TOP OF , �i`-4" AFF, PARAPET Sim Cx 21 5/S" SMOOTH SAND FLOAT FINISH STUCCO ON CMU $ TOP OFMASONRY a �� 9 a A5f O �.4 - 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - 16 2'I 2't SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS / W ��r� ww� 2i � � lb 29 CONTINOUS FLASHING AS REQUIRED 2 Q ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN 3r y 16 AND EXTERIOR ELEVATIONS 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN ANDsy ' S 33 DOOR SCHEDULE y £ sx1 s� ISt_Stt APP. 12 54� t JOIST BEARING I 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM y� ABOVE CANT STRIP 39 33 HORIZONTAL REINFORCING AT 16" O.C. - SEE STRUCTURAL DRAWINGS S 34 APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND COORDNATE WITH SIGNAGE VENDOR FOR EXACT LOCATION TOP Or- x x x MASONRY 35 KO. BLOCK. - SEE STRUCTURAL DRAWINGS JOIST BEARING (HIGH POINT) VARIES' S __.._., -- •.• •.� "�.., ._ JOIST BEARING 36 F'RE-CAST CONCRETE LINTEL -SEE STRUCTURAL DRAWINGS JOIST BEARING ; d} GLOW POINT) ` ! ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 15 -4 AP.F. 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. TOP OF DUCT 4 F OPENING 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS .. 1 ' .... _.......... - - - - - - - - - - - - _... - - - - - - - - - - - - - - - - - - - - - - BOTTOM OF 41 I" RIGID INSULATION -EXTEND INSULATION t0 UNDERSIDE OF ti 30 _._ _ - --- --- DUCT OPENING % S % O METAL DECIG �, J o / Q 42 XXi 2 i _ 0. 5 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS ^� I 28 '. ,.' �. ... % $ X % ! " 43 R-19 BATT INSULATION A7 FRAMING ✓sue' -- I 4 .'' G % X j I2 -4 APP. ... �5 I6 - j 28 0 43 BOTTOM OF O STEEL HAT CHANNEL SUB-FRAMNG (G90) AT 16" OTC. 51 FRAMING 50 51 —_— SIM H 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS 26 Z _ 51 33 i A5f O FRY REGLET CHANNEL SCREED - OCS 625 50 OR DCS 625-200 - SEE ELEVATIONS � o0 = 16 27 4l CONCRETE CONVEYOR / CORRELATOR TIRENC 4 - GRATES PROVIDED BY CARWASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE r 16TANFORMATION 0 0 O SHIP LADDER AND RAILING SYSTEM - SEE DETAIL VA5e 8 33 _I u u _ I I 14 49 GROUT VOID SOLID UP t0 SLAB HEIGHT := b 7 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED FROM STRUCTURE ABOVE - FIELD PANT WITH RUST PROHIBITIVE PRIMER 51 1/8" GALVANIZED METAL HAT C-144NELS At Ib" O.C. ATTACHED 70 C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. _ it I COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 4. 21 52 CONCRETE WALK - SEE CIVIL DRAWINGS 61 0 53 APPROXIMATE GRADE - SEE CIVIL DRAWINGS 54 NOT USED Wow L 33 55 UN(S7RUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL 0 jCAR UASH �-^ CAR UAW �"Roc" 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE o .- 101 101 _ 105A 5i HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS M u) 0 >. M _I 1 NOTES � 3M� 2i - C SIM C �:�� i� CD m = _ A5f A5f Q Li- 0 46 t u t u U U U 3 - " A,FF. _ 3 -6 APP. 3 -6 APP. 1. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 At ALL 3 -- 0 __......____ TOP OF TOP OF MASONRY WALLS AND PCS �5 50 At ALL CEMENT PLASTER ~ '0 i N VEAL 27 i i REVEAL ' WEAL CEILINGS � Z m � � 2. REFER TO 80NNY S CAR WASH DRAWINGS FOR ADDITIONAL � Q 14 INFORMATION. - C3 o N Ca 24 52 ' ' 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE 3 0'-0" F.F.E. INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 12" ABOVE CD -- 45 TOP 24 15 24 ' ' 49 ' TOP OF SLAB FLOOR SLAB. APPLY MASONRY PRIMER/SEALER t0 REMAINING WALL Z - TOP OF SLAB AREAS TO UNDERSIDE OF ROOF DECK I __. .. "VARIES" 45 tt 0 -0 FP.E. ' S3 VARIES "VARIES" _ "VARIES" 1...,... ,x -Y^ a TOP OF SLAB d .. d TOP OF TUNNEL - .. a TOP 0T= TUNNEL TOP OF TUNNEL ° ; e B (SEE ��, • 4.. STRUCTURAL) Date 08. 25 21 .... v SLAB (SEE SLAB (SEE SLAB / £ _ STRUCTURAL) • ` dv , -': ,` < tip`` d.,.. .d , d. ` d.'a,,• .d1• \ Scale: AS NOTED Project Mgr: AC d •p 3 J 9 ° G�� E y: i Ii i'1 raven. I '. > . / / .'.=.ate,;" a' �_ !<,£.",�' ."sssa£t ems, :'�:': ��3u• =a=; k&"=�� a�"`sa' t„-,.,,,. ;: ---- 21 21 21 rI \ x -- .... 'y ' Job: 21 0$2 Sheet A5c (D WALL L 0-ECTION WALL W'"CTION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" O SCALE: 1/2" - I'-0"