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WALL <br />t� <br />SCALE; 1/2" = V-0" <br />I <br />A5 <br />e <br />14'-0" OFF. <br />TOP OF <br />MASONRY <br />12'-4" APP. <br />BOTTOM OF <br />TRIM <br />V-2" AFF. <br />BOTTOM OF <br />LINTEL <br />� <br />�Irvlaffv; �J I <br />14'-0" AFF, <br />TOP OF <br />MASONRY <br />' 12'-4" AFF. <br />BOTTOM OF <br />.®� TRIM <br />5'-2" OFF. <br />TOP OF <br />MASONRY <br />OPENING <br />BOTTOM OF <br />MASONRY <br />OPENING <br />0'-01` F.F.E. <br />TOP OF SLAB <br />1 <br />23'-4" A.F.F. <br />................. <br />BOTT. OF LINTEL <br />20'-0" AFF. <br />BOTT. OF OPENING <br />16'-8 1/2" A.F.F. <br />JOIST BEARING <br />8'-2" AFF. <br />BOTTOM OF <br />LINTEL <br />0'-01, F.F.E. <br />TOP OF SLAB <br />"VARIES" <br />TOP OF TUNNEL <br />SLAB (SEE <br />STRUCTURAL) <br />SCALE: 1/2" - 1'-011 <br />51 QPE <br />rrrrrwrlr������i <br />KEYED NOTES <br />OI VERSIWELD SINGLE PLY TPO ROOFING: MEMBRANE OVER 3-1/211 <br />MINIMUM 16050ARD INSULATION OVER METAL ROOF DECK <br />(D 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 />G4 STEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE <br />STRUCTURAL DRAWINGS <br />�5 METAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE <br />STRUCTURAL DRAWINGS <br />O3-1/2" MINIMUM ISOBOARD INSULATION <br />O1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY <br />ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING <br />OS LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />G9 E.I.FS TRIM - SEE PROFILES ON SHEET A5g <br />10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE <br />fl 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 I x 3 FURRING STRIPS AT 1611 O.C. <br />G <br />OVER I" RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. <br />FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK <br />0REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL <br />0 <br />DRAWINGS <br />ib 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS <br />G <br />CREFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO <br />RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT <br />SHOUN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - <br />TYPa <br />0REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL <br />0 <br />DRAWINGS <br />26'-811 AFF, <br />JOIST BEARING <br />Ig SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM <br />OVER "ICE AND WATER SHIELD" OVER 5/6" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />19 <br />STEEL BEAM - SEE STRUCTURAL DRAWINGS <br />25'-4" OFF. <br />BOTTOM OF <br />20 <br />LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS <br />FRAMING <br />21 <br />CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL <br />DRAWINGS <br />22 <br />STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS <br />23 <br />10-MIL VAPOR BARRIER UNDER SLAB <br />24 <br />1/2" EXPANSION JOINT <br />25 <br />EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR <br />ADDITIONAL INFORMATION <br />26 <br />1/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH <br />21'-4." A.F.F. <br />21 <br />5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU <br />JOIST BEARING <br />28 <br />CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - <br />SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS <br />29 <br />CONTNNOUS FLASHING AS REQUIRED <br />® <br />ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN <br />AND EXTERIOR ELEVATIONS <br />31 <br />G <br />OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND <br />DOOR SCHEDULE <br />32 <br />G <br />FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM <br />ABOVE CANT STRIP <br />33 <br />HORIZONTAL REINFORCING AT 16" OZ. - SEE STRUCTURAL DRAWINGS <br />34 <br />G <br />APPROXIMATE LOCATION FOR FUTURE Sr04AGE - SEE ELEVATIONS AND <br />COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION <br />OFF. <br />TOP OF <br />35 <br />KO. BLOCK - SEE STRUCTURAL DRAWINGS <br />MASO BEARING: <br />JOIST31 <br />36 <br />81f FIRE -CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS <br />ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR <br />1$'_0° AFF <br />38 <br />4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. <br />150iTOM OF <br />TRIM <br />39 <br />1/2 " EXTERIOR GRADE PLYWOOD SHEATHING <br />OCONTINUOUS <br />STEEL ANGLE - SEE STRUCTURAL DRAWINGS <br />0I" <br />0 <br />RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF <br />METAL DECK <br />42 <br />DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS <br />43 <br />R-19 BATT INSULATION AT FRAMING <br />OSTEEL <br />HAT CHANNEL SUB -FRAMING (G90) AT 16" O.C. <br />45 <br />6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS <br />OFRY <br />REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 - SEE ELEVA <br />000NCRETE <br />0 <br />CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY <br />CARWASH EQUIFMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE <br />A.F.F. <br />INlFORMATION <br />TOP OF GRATE <br />48 <br />SHIP LADDER AND RAILING SYSTEM - SEE DETAIL I/A5e <br />9'-5 $ISt" OFF. <br />49 <br />GROUT VOID SOLID UP TO SLAB HEIGHT <br />TOP OF BEAM / <br />1-1/211 COLD ROLLED GALVANIZED C-CHANNEL AT 48E1 O.C. SUSPENDED <br />JOIST BEARING <br />FROM STRUCTURE ABOVE - FIELD PANT WITH RUST PROHIBITIVE PRIMER <br />51 <br />G <br />1/8" GALVANIZED METAL HAT CHANNELS AT 1611 O.C. ATTACHED TO <br />C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. <br />COORDINATE DIRECTION WITH VINYL PANEL INSTALLER <br />52 <br />CONCRETE WALK - SEE CIVIL DRAWINGS <br />53 <br />APPROXIMATE GRADE - SEE CIVIL DRAWINGS <br />54 <br />NOT USED <br />55 <br />UNISTRUT HUNG FROM JOIST EQUALLY SPACED IN TUNWEL <br />56 <br />PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE <br />51 <br />HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS <br />NOTES <br />TOP OF <br />REVEAL <br />I. <br />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. <br />REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL <br />INFORMATION. <br />3. <br />IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE <br />INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 1211 ABOVE <br />FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINING WALL <br />AREAS TO UNDERSIDE OF ROOF DECK <br />01-011 F.F.E. <br />......... ......... ........... ...........� <br />TOP OF SLAB <br />KEY PLAN <br />REVISIONS B'Y <br />✓ i <br />�r <br />co <br />£ ,C�00. <br />O <br />N d Lam- U <br />U <br />0. [s <br />a <br />C 47 <br />CJ <br />it `"> <br />00 3 <br />a <br />t--r o N >' <br />o x � <br />�U) <br />0 <br />C� <br />N <br />['7 <br />0 <br />6 <br />3�lo <br />J <br />00 <br />u_, _J. <br />0 s : 0 <br />lsi c� <br />...R��. <br />U <br />z <br />10 <br />N <br />r� I <br />y <br />•� ro Y <br />0 � <br />Q <br />N <br />0 <br />ti <br />0 i <br />�< <br />AM <br />.:3 3 M <br />mLL_� <br />U cn 0 <br />0 <br />° Z > i v <br />y m CL <br />m 4 L1 <br />LL. 0 �N <br />m <br />Z <br />Date: 08. 25. 21 <br />Scale: AS NOTED <br />Project Mgr: AC <br />Drawn: GN111 <br />Job: 21-082 <br />Sheet <br />A5d <br />