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CUSTOM METAL PANEL PROVIDED BY <br /> CUSTOM METAL PANEL RAINSCREEN <br /> OWNER. ATTACH TO 1/4" VERICAL I I SYSTEM WHERE APPLICABLE. <br /> R19 BATT INSULATION I FURRING CHANNEL @ 16" O.C. II PROVIDED AND INSTALLED BY <br /> I - —1/2" PLYWOOD. RE: FINISH I I OTHERS (AGI) <br /> FLOOR PLAN FOR FINISH R19 BATT INSULATION. <br /> BRICK CLADDING. I II H <br /> RE: EXTERIOR ELEVS. ADD 1/4" TILE BAKER AT TILE 1/2" EXTERIOR GRADE T <br /> WALL. RE: FINISH FLOOR PLAN PLYWOOD SHEATHING W o <br /> WEATHER BARRIER I FOR FINISH I I Z o `Y' <br /> r, <br /> 1/2" EXTERIOR GRADE 7/8" CEMENT PLASTER 0/ �--� x <br /> PLYWOOD SHEATHING I I MTL LATH 0/ 2—LAYERSw o ~ ti <br /> 1/2" EXTERIOR GRADE I I GRADE "D" PAPER. <br /> PLYWOOD SHEATHING �=r, I I <br /> TERMINATION <br /> RAINSCREEN MESH <br /> CAVITY DRAINAGE MAT. I. nn ;f CD o <br /> j I I GALVANIZED WEEP �7 "' o <br /> RE: SPECS. C° <br /> FLASHING <br /> BASE L I III SCREED STS o <br /> CONT. 30 MIL. MEMBRANE . <br /> FLASHING W/ WEEPS @ 32" O.C. CONC. CURB. RE: CIVIL SLOPE PERS 0 6, <br /> C=D ti <br /> I N CIVIL DWGS. °O <br /> AT CONC. SITEWALK <br /> RE: CIVIL < ; <br /> - � �--SET ADJACENT SIDEWALK <br /> .,. CONT. EXP. JT. <br /> CIVIL CAP W/ VOID <, 1/4" MIN. BELOW FINISH <br /> � FLOOR & SLOPE AWAY <br /> 4 <br /> � � < �' 4 _ 4� <br /> a „ FROM BUILDING <br /> 5 1/2” 24 GA. CONT. GALV TERMITE RE: CIVIL <br /> / AT LANDSCAPE AREA SOD & u MET. SHIELD NAILED TO STUDS ` { <br /> MULCH 1" BELOW FINISH FLOOR <br /> & SLOPED AWAY FROM BUILDING. ,= <br /> RE: LANDSCAPE DWGS. au o EXPANSION JOINT Store: <br /> ° I W KETTLEMAN & LOWER SCRAMENTO <br /> I� SILL GASKET TO EXTEND <br /> SILL GASKET TO EXTEND <br /> BENEATH SHEATHING �' : -`; SILL GASKET TO EXTEND f . ' BENEATH SHEATHING <br /> �� LODI CA 95242 <br /> a= BENEATH SHEATHING 24 GA. CONT. GALV TERMITE <br /> MET. SHIELD NAILED TO STUDS Restaurant #RC576 <br /> X 4 <br /> a` z <br /> N -HV-M SCHEME A <br /> Professional of Record: JEFF LIEDERMAN <br /> TYPICAL MASONRY WALL BASE STUCCO FINISH AT DRIVE—THRU CURB NOT USED EXTERIOR STUCCO WALL BASE <br /> 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" <br /> A7.20, A7.40, A7.50 21 2/A7.10 31 A7.30 41 2/A7.30 <br /> DESIGN <br /> Architectural <br /> Solutions Group <br /> 1 101 Central Expressway South <br /> ECO—GRIP EPDXY <br /> /' \\ Allen,ite 170 013 <br /> ADHESIVE <br /> 16 GUAGE, 2" WIDE � \\ CONTACT: EVERETT FIELDS <br /> STAINLESS STEEL COLLAR i� \ FRP (469) 619-1164 <br /> POLYURETHANE SEALANT i / EFIELDS@PMDGINC.COM <br /> AND BACKER ROD STEEL SCREW WITH i� 9 STAINLESS STEEL WALL <br /> RUBBER LEAD ANCHOR ,'WALL BASE / ". fj A8.31 PANELING AT MOP SINK <br /> FLOOR SINK SET FLUSH FLOORING i BEYOND "- BY GC, <br /> I <br /> W/ TOP FIN. FLR. i <br /> LEVELING CLEAR SEALANT UNDER <br /> COMPOUND I 6_ - .•� 1 1 TRIM, TYP. <br /> ECO—GRIP 1ALIGNI SS PAN HEAD SCREWS BY GC �o ARCN�TF <br /> 4 4 <br /> Ll <br /> ,i SLAB CUSTOM S.S. EXTRUSIONS <br /> RIM OF DRAIN i _ \ '_/ AND ALUMINUM CORNER <br /> WATERPROOF SHALL BE /� �� �� " ."_�,;, / 1 COVERS BY GC 2g5g4 <br /> FAtl <br /> - 00 <br /> oe <br /> MEMBRANE INSTALLED 1/4" <br /> a a a ol 6" ABOVE SLAB 6" / SLOPE \ +I INSTALLER PROVIDED ECO—GRIP <br /> a _ \ 00 RUBBER FLOORING COVE BASE sT PRENEwP� �o� <br /> WEEP HOLES I WITH MIN. 3/8" RADIUS 9TF p Pte\ <br /> ?> <br /> a_, a <br /> � ���� INSTALLER TO MAINTAIN <br /> TO SLOPE DRAINS <br /> FLOOR SLAB <br /> FIE <br /> ��"r�_� MOP SINK Prototype : P4E- HV 2020 -2.0 RELEASE <br /> SIDE <br /> Prototype Issue Date: 7.14.2020 <br /> Design Bulletin Updates: -- <br /> STAINLESS STEEL <br /> Date Issued: Bulletin Number: <br /> WASTE PIPE TO DRAIN <br /> FLOOR DRAIN <br /> FLOOR TRANSITION AT FLOOR SINK FLOOR TRANSITION AT MOP SINK & RUBBER FLOORING DRAIN TERMINATION TURN—UP COVE BASE 1 ST BLDG. SUBMITTAL <br /> 3" =1'-0" 3"= 1'-0" 3"= 1'—O" <br /> 511/A1.10 61 1/A1.10 81 1/A1.10 <br /> REVISIONS: <br /> I 12.22.2020 1st Building Submittal <br /> R19 BATT INSULATION 1 <br /> 2 <br /> WALL TILE EWF-4 0/ MTL. LATHE 3 <br /> a I 0/ SCRATCH COAT 0/ FINISH COAT 4 <br /> CMU WALL I 0/ GRADE "D" PAPER 5 <br /> RE: STRUCTURAL DWGS. <br /> I 6 <br /> a <br /> 1/2" EXTERIOR GRADE 8 <br /> a I PLYWOOD SHEATHING <br /> CEMENT PLASTER <br /> RUBBER FLOORING <br /> TP-4 a <br /> 2X4 WOOD STUD FURR—OUT <br /> RE: FINISH SCHEDULE Sheet Title: <br /> a <br /> TILE FLOOR FINISH CONT. 30 MIL. MEMBRANE <br /> GALVANIZED WEEP FLASHING W/ WEEPS @ 32 O.C. SECTION DETAILS <br /> SCREED & FLASHING <br /> a AT CONC. SITEWALK <br /> a <br /> RE: CIVIL <br /> Date: <br /> SLAB D 12.21.2020 <br /> 2"(MIN.) @ CONC. I E Project Number: RAC19048.0 <br /> 4"(MIN.) @ LANSCAPE 5 1/2" AT LANDSCAPE AREA SOD & Drawn By: _ <br /> y 4 { I MULCH 1" BELOW FINISH FLOOR <br /> & SLOPED AWAY FROM BUILDING <br /> RE: LANDSCAPE DWGS. <br /> CONCRETE SLAB � <br /> SILL GASKET TO EXTEND Sheet Number: <br /> BENEATH SHEATHING <br /> A8 . 20 <br /> RUBBER FLOOR TO TILE TRANSITION TYPICAL CMU WALL BASE TYPICAL WALL TILE BASE NOT USED <br /> N <br /> 6"= 1'-0" 3"=91 <br /> 1'-0" <br /> 1/A3.10a A7.20, A7.40, A7.50 REFER TO PROJECT SPECIFICATIONS <br /> SHEETS A9.10 TO A9.60 m <br />