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KEYED NOTES <br />OVERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" <br />MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK <br />V SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT <br />STRIP, UP AND OVER PARAPET WALL UNDER COPING• <br />GCONTINUOUS 4" CANT STRIP <br />GSTEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE <br />STRUCTURAL DRAWINGS <br />OMETAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE <br />STRUCTURAL DRAWINGS <br />O6 3-1/2" MINIMUM ISOBOARD INSULATION <br />1/6" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY <br />ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING <br />OLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />O9 E.IF.9 TRIM - SEE PROFILES ON SHEET A5g <br />10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE <br />11 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR <br />PLAN AND DOOR SCHEDULE <br />12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS <br />13 1/2" CD GYPSUM WALL BOARD <br />14 1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT 16" O.C. <br />OVER V RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. <br />FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK <br />GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL <br />G <br />DRAWINGS <br />16 S"' MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS <br />G <br />(REFER TO FLOOR PLAN FOR LOCATION WHERE WALL 15 TO <br />�I RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT <br />wwwwwwwwwwas SHOWN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - <br />TYPJ <br />SL PE ' li REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL <br />DRAWIhW <br />x i/ AFF. 0SNAP-CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM <br />JOIST BEARING OVER ICE AND WATER SHIELD OVER 5/8 EXTERIOR GRADE <br />/ TOP OF PLYWOOD SHEATHING <br />� _ _- ' MASONRY <br />j G GSTEEL BEAM - SEE STRUCTURAL DRAWINGS <br />• ° `, 1 axx 25'-4" AFF. A5P 20 LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS <br />50TTOM OF ��wwwwwwwww O <br />FRAMING <br />wwww®® 5L 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL <br />--_- - -. ...... _ 24'-!D" A.F.F. -- 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS <br />C 9 x ,� x TOP OF <br />MASONRY 23 10-MIL VAPOR BARRIER UNDER SLAB <br />2-1 <br />i _ ' % ; , x ' 24 1/2" EXPANSION JOINT <br />34 <br />12 x x .i *; _ ' 22'-S" AFF, <br />' 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR <br />IW mT OF ADDITIONAL INFORMATION <br /><£€r LINTEL/ <br />' 1 BOTTOM OF 26 -1/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH <br />wwwwwwws FRAMING <br />9 ❑G <br />21 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU <br />CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - <br />SEE GENERAL NOTE 93 FOR MOISTURE PROTECTION DETAILS <br />i I 16 I I <br />I 21 29 CONTINOUS FLASHING AS REQUIRED <br />12 I I <br />Q ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN <br />3b <br />i I AND EXTERIOR ELEVATIONS <br />33 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND <br />DOOR SCHEDULE <br />Jilr <br />< I 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM <br />- 39 5 I 34 ABOVE CANT STRIP <br />i I �wwwwwww�, I <br />21 33 HORIZONTAL REINFORCING AT 16" O.C. - SEE STRUCTURAL DRAWINGS <br />43 5 i 5 6 4 <br />4 111 APP. 34 APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND <br />_ i ' 4 1 40 COORONATE WITH SIGNAGE VENDOR FOR EXACT LOCATION <br />A5 TOP OF <br />www ' <br />MASONRY <br />. ` x O KO. BLOCK - SEE STRUCTURAL DRAWINGS <br />-------------------------------------------------------- --------------------- - <br />'VARIES' "VARIES"' "VARIES" 36 8" PRE -CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS <br />JOIST BEARING A I JOIST BEARING i JOIST BEARING g� ALUMINUM METAL PARAPET COPING -SEE ELEVATIONS FOR COLOR <br />15'-4" AFF. ... I I <br />- BOTTO 1 C)F x X,... %% ' ' rw I i��www A5f 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. <br />r <br />39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHNG <br />LINTEL i.......1 % - <br />! � 55 55 i <br />i SLtPi= E ' 5 O CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS <br />] <br />13'-S" A.F.F. T___-- -- -_ IV-8" AFF. 41 1" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />- , - - % x x METAL DECK <br />x x %% - TUNNEL CEILING: TUNNEL CEILING x x x <br />% x x x �{ x x x <br />51 28 # , - �� 50 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS <br />t,zn <br />*a <br />9 R ��^^ % %" % % %x a+■ 0 I, .', -x x x ,� ' x ; x x 43 R-IS BATT INSULATION AT FRAMING <br />b. % % ,: % % % * _ _ .. x �,, x x x ' 12 4 AFF. <br />BOTTOM OF <br />`-= ' j 44 <br />FRAMING _ <br />• 28 51 \ i • ' 1� -_ _. BOTTOM OF O STEEL HAT CHANNEL SUB -FRAMING (G90) AT 16" OG. <br />12 -0 APP. 80 <br />26 `wwwwwww�r FRAMING <br />Wurwwwwww_www' ww✓ II , BOTTOM OF 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS <br />wwwi w�wr BEAM 12 <br />E <br />12'-0" AFF. 5 li 26 <br />CONCRETE FRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 -SEE ELEVATIONS <br />_..- .............-... CONVEYOR / CORRELATOR TRENCH- GRATES PROVIDED BY <br />Bi7T"d7"f OF <br />GARWASH EQUIt"rh1EN T VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE <br />SEAM 41 <br />I I <br />INFORMATION <br />I I <br />OSHIP LADDER AND RAILING SYSTEM -SEE DETAIL I/A5e <br />it <br />49 GROUT VOID SOLID UP t0 SLAB HEIGHT <br />I <br />1-1/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED <br />FROM STRUCTURE ABOVE - FIELD PAINT WITH RUST PROHIBITIVE PRIMER <br />I ; <br />22 51 1/8" GALVANIZED METAL HAT CHANNELS AT 16" O.C. ATTACHED TO <br />22 C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. <br />P COORDINATE DIRECTION WITH VINYL PANEL INSTALLER <br />ii 52 CONCRETE WALK - SEE CIVIL DRAWINGS <br />_ _ I <br />i <br />® @ j APPROXIMATE GRADE - SEE CIVIL DRAWINGS <br />53 <br />- 54 NOT USED <br />I I <br />!' u <br />I I li 55 UNISTRUt HUNG FROM JOIST EQUALLY SPACED IN TUNNEL <br />CAR WASH TUNNM CAR UI TLNeL <br />56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE <br />II ! I01 1r7�1 I <br />II 51 HSS OUTLOOKER -SEE STRUCTURAL DRAWINGS <br />F <br />NOTES <br />..._ <br />1. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 AT ALL <br />MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER <br />CEILINGS <br />2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL <br />INFORMATION. <br />TOP OF SLAB <br />31 "VARIES" 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE_ <br />f T I L APPLY ENE L W 12" <br />24 ' 31 24 �£ " . r TOP OF TUNNEL FLOOR SLAB APPLY M PASONRY PRIMER/SEALER TO REMAININGNG WALL <br />O -(D F F E. ! j ¢� -0 FF.E. 41 <br />LAB (SEE A� <br />TOP OF SLAB TOP OF SLAB S AS TO UNDERSfDE OF ROOF DECK <br />;' <br />45 45 45 45 : STRUCTURAL) <br />.. -- <br />_...... ------ _ <br />i <br />"VARIES" "VARIES" <br />9y d d d .. a e •. <br />L. <br />o amid <br />•e a .. - •. , . - - - --- - - .. <br />TOP OF TUNNEL a TOP of TUNNEL �( 1TOI <br />�IV <br />e <br />SLAB (SEE d .. - .. ° . , °.. d . SLAB (SEE <br />. : d <br />5TRl1GTURAL) r STRUCTURAL) <br />it <br />23 <br />------_..._._....------ .. ----- -- - ---- ; I 21 r <br />YsYs <br />,. ,... ,.. <br />< :s <br />.... ..... .. _ ...._..__ ------------- _......._----- _._._ <br />s +�9� ,'4.[, 45 <br />d <br />d <br />w <br />e . • e • . .. "d c-'. a :. .a < d � �' � sPl's � 3 i3��� � £r3£ F '�yt,y`a ,y l . Fu�� � 3 <br />q • d a .• .. <br />r'- <br />Tl Ul..L SECTION r, uJ1..L SECTION <br />SALE: 1/2" w 1'-m" SCALE: 1/2" x 1'-0" SCALE: 1/2" : 1'-0° <br />REVISIONS <br />BY <br />✓ i <br />r <br />� r � <br />�r CO <br />00 <br />o <br />GJ ro Cq U <br />r �xti <br />u <br />; ro <br />o <br />►�� o ro L7 m <br />Lo a <br />E <br />o <br />_ °° 3 <br />3 <br />N <br />o x ti <br />u � G <br />z N <br />l; <br />CIO <br />u- r : p <br />O,z I Q Lu <br />ly'�. of, .'A <br />U <br />CD <br />LT. W <br />O J <br />r~ <br />ray <br />O <br />4- <br />M <br />C QLo <br />>, M <br />Q <br />U V) U <br />0 <br />Z _> ,, o <br />a <br />Q m <br />N <br />Q � <br />Z <br />Date: 08. 25. 21 <br />Scale: AS NOTED <br />Project Mgr: AC <br />Drawn: GNIII <br />Job: 21-082 <br />Sheet <br />A5b <br />