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KEYED NOTES Gl VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK U2 SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. OCONTINUOUS 4" CANT STRIP OSTEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS OMETAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-1/2" MINIMUM ISOBOARD INSULATION O1/5" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OS LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 0 E_IF.S TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE 11 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR ,A PLAN AND DOOR SCHEDULE 2 5IM A 2 A5f e A5f 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS �� e 5L E S Q Niece 5 SLOPE 13 I/2" CD GYPSUM WALL BOARD 3�I x x x 30'-0" AFF. 3l x x ' 30'-0" AFF, i/2° YI'P' R 04" 14 WALL BOARD OVER I x 3 FURRINGSTRIPS At ib O.C. o x ! ......._ TOP OF x TOP OF OVERRIGID INSULATION. GYP. 50. TO St VE CEILING. x x _ --- - - x I MASONRY -( x =x -� ' MASONRY FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK B 15 REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 12 B 12 2'I DRAWINGS x x O 'xx }eeeeeee A5f x x �w O xx eeeeeese A5f 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS _._._. (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOWN, CMU IS 70 BE FLUSH STRUCK / FLOATED AND PAINTED - sLQP� sLQP�E r TYP-) ` li REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL x x x x nx x xx o xx O a x x i DRAWINGS 85 OVER "ICE AND WATER AD ALU111INUM SHIELLD OVER 5/8'EXTERIORDIWs SEAM METAL I�GRADSYSTEM ' I PLYWOOD SHEATHING xx G ' "JJ 1 x x I 19 STEEL BEAM -SEE STRUCTURAL DRAWINGS x x x 25'-4" AFF. xx O 1 x x a ... 25'-4" AFF. ........ I t FIXTURE - ELECTRICAL BOTTOM OF BOTTOM OF FRAMING '"'' FRAMING x ..x o xx x x O xx 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL x x DRAWINGS x TO xxSTUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS 9 23 10-MIL VAPOR BARRIER UNDER SLAB 46 4b 24 El 1/2" EXPANSION JOINT 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR 12 16 iZ 33 ADDITIONAL INFORMATION 33 lb 26 118" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH 2i 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - x x x x x SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS O x C� x .. x x 29 CONTNNOUS FLASHING AS REQUIRED ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN AND EXTERIOR ELEVATIONS 18 32 32 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND . ... DOOR SCHEDULE p 3 3 F j A5f 12 erne®err.® 1 � 1 32 FRY RIGL£T TEF�f"(INATION BAR -BAR HEIGHT TO BE 8" MINIMUM 46 t2 4b ABOVE CANT STRIP b HORIZONTAL REINFORCING AT 16" OC - SE STRUCTURAL DRAWINGS 33 E { 5 43 5 43 - t ' TOP Ia>w SL PEAPPROXIMATE 40 35 40 I6'-0" APP. 34 COORDINATE WITH ATIN VENDOR FOR EXACT LOCATION ELEVATIONS AND TIE -BEAM ,°" TOP C?F x x x J/x MASONRY 35 KO. BLocK -SEE STRUCTURAL DRAWINGS __ 5 ' ' i5'-11 I/2" AFF.------------- --------- -- - JOIST BEARING 36 8" PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS JOIST BEARING I ' 31 ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 4 ' 38 4" VINYL COVE BASE -TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. S 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING ® ' j 55 55 j 46 O CONTINUOUS STEEL ANGLE - S££ STRUCTURAL DRAWINGS ...._.. .'__._ __..- ...... ..... ... — --- -- -- ----T------ :�--_—.._ __ _ ........T........ .....---= V RIG DECK INSULATION EXTEND INSULATION TO UNDERSIDE OF 41 a ® `� 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 12'-4" AFF, 51 i 0 i 43 R-IS BATT INSULATION At FRAMING ,rwe®rr BOTTOM OF 28 21 51 27 STEEL HAT CHANNEL SUB -FRAMING: (GW) AT I6" O.C. TRIM - 21 28 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS 16 16 j O FRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 -SEE ELEVATIONS i 33 _.__... _.....__ . _.. _..__. _._.........._ _...._-- 4i CONCRETE CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY GARWASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION - O SHIP LADDER AND RAILING SYSTEM - SEE DETAIL I/A5s 14 I 49 GROUT VOID SOLID UP TO SLAB HEIGHT 35 - I 1-1/2"COLD ROLLED GALVANIZED G-CHANNEL AT 48" O.G. SUSPENDED .. {� r� FROM STRUCTURE ABOVE -FIELD PAINT WITH RUST PROHIBITIVE PRIMER 8'-2" AFF. � > i +� j D TO TOP OF 51 �S ANI RS FIELD PA METAL HAT WITHLS ARU87' OP�F+18171VEZ. EPRIMER MASONRY ; COORDINATE DIRECTION WITH VINYL PANEL INSTALLER OPENING: i j fob i 52 CONCRETE WALK -SEE CIVIL DRAWINGS j ---.._._._.. APPROXIMATE GRADE SEE CIVIL DRAWINGS ----- ------- 53 46 i 54 NOT USED j j 55 Fu:t- INN UNIS7RUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL L 7 CAR TL�L - - CAR WA944 ! - 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 102 101 ; `;' 101 j ! sh 5i HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS ii SIM. -1 ! C C bb A5f A5f ifimpf"L NOTES 1 b33 4F b" A 3 -4 AFF. 3' F. 3' F. - - 50TTOM TOP Or - REVEAL OF MASONR REVEAL '� ' REVEAL 1.. PROVIDE FRY REGLET CHANNEL SCREED OC:S 625 50 AT ALL OPENING ; ' MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER ' CEILINGS • � ' 2. REFER t0 SONNY'S GAR WASH DRAWINGS FOR ADDITIONAL 2-7 28 i INFORMATION. 38 24 28 ' 49 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE INSTALLIWs PANELS APPLY ENER5HEILD-HP TO WALLS TO 12" ABOVE 15 _ 52 24 24 ' FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINIWs WALL ..... AREAS TO UNDERSIDE OF ROOF DECK 0'-0" F.P.E. 0'-0" FFE. TOP OF SLAB "VARIES" 53..... TOP OF SLAB "VARIES" 53 70P OF SLAB TOP of TUNNEL � ° ° — _ TOP oft L .:. ° _ ' �Y P�.� SLAB (SEE �.r SLAB (SEE T .� - STRUCTURAL) r STRUCTURAL) , ` 2 i 23 23' 23 i °°° , a, ° 'E• ti v J .. <. .. ..r✓ ar. n , ». `£•,i t<i�F£f<� ..E .;'.^r'G'.JEN G. 2 i 21 21 �C 3 t133 .... .. ... - .... ... 3 SCALE: 1!2" W 1'_ 0 " WALL TI UU SECTION � WALL SECTION SCALE: 1/211 - V-Oil SCALE. 1/2 ■ i -0 11 WIN