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I I 111>� i I I I I <br />ONE LAYER OF 1/2" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />SHIM AS REQUIRED TO SLOPE <br />TOWARDS ROOF <br />CONTINUOUS 2x WOOD <br />BLOCKING <br />SEALANT <br />2" E.I.F.S OVER "TYVEK" <br />BUILDING WRAP OVER 1/2" <br />EXT. GRADE PLYWOOD <br />SHEATING <br />(DIDETAIL <br />SCALE: 1 1/2" - I'-0" <br />19'-0" Fr-.E. - —_. - <br />TOP OF <br />EXISTING <br />PARAPET <br />1 <br />1 I1 <br />II I I <br />: , I <br />9'-0" F.F.E. <br />BOTTOM C <br />METAL <br />CANOPY <br />�Ii <br />ALUMINUM COPING <br />SET IN ADHESIVE <br />SELF-SEALING, <br />SELF -DRILLING SCREW <br />AT I6" O.G. (TYP.) <br />SEALANT <br />SINGLE PLY ROOF <br />MEMBRANE UP AND <br />OVER THE TOP OF <br />PARAPET WALL <br />EXISTING 8" CM.0 <br />2" E.IF.S OVER "TYVEK" BUILIDING 4n <br />WRAP OVER 1/2" EXT. GRADE °? <br />PLYWOOD SHEATING�l ' <br />34 <br />CONTINUOUS 2X6 P.T PLATE <br />+ e% <br />EXISTING CONCRETE — <br />r <br />DETAIL <br />SCALE: 1 1/2" - 1'-0" <br />.�Nmft <br />I 14 <br />1 1 <br />1 1 <br />1 1 <br />I I <br />i 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 _ <br />1 1 3 <br />1 1 <br />1 1 3 <br />1 1 A <br />1 1 <br />• 1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />C 22 <br />1 1 Asa <br />1 1 <br />1 1 <br />I I , <br />' 1 <br />4 <br />NOTE: <br />EIFS PRODUCT TO BE APPLIED IN <br />STRICT ACCORDANCE WITH <br />MANUFACTURES REQUIREMENTS <br />O WALL SECTION <br />SCALE: 3/4" - 1'-0" <br />IV-0" F.F.E. <br />TOP OF <br />EXISTING <br />PARAPET <br />9'-0" FF.E. - <br />BOTTOM OF <br />METAL BAND <br />0'-01, F.F.E. <br />TOP OF SLAB - - - - <br />NOTE: <br />EIFS PRODUCT TO BE APPLI]IIND <br />STRICT ACCORANCE WITH <br />MANUFACTURES REQUIREMEN <br />DWALL SECTION <br />SCALE: 3/4" = 1'-0" <br />11 <br />11 <br />1 <br />,1 <br />tLJ <br />2" EIFS OVER "TYVEK" <br />BUILDING WRAP OVER <br />EXISTING 8" CMU <br />PRE-ENGINEERED <br />PRE -FABRICATES <br />CANOPY SYSTEM <br />rya <br />, <br />r-� r <br />II I <br />I I I <br />I I 1 <br />------------------- <br />811 <br />OIMETAL CANOPY / 5AND DETAIL <br />SCALE: 1 1/2" - I'-0" <br />i <br />SLOPE TOP OF <br />TRIM At 1/4" <br />PER FOOT <br />EXISTING 6" CM.0 <br />EXISTING STEEL <br />STRUCTURAL <br />TOP OF <br />EXISTING <br />PARAPET <br />CANOF'T <br />ONE LAYER OF 1/2" EXTERIOR <br />GRADE PLYWOOD SHEATHING - <br />SHIM AS REQUIRED TO SLOPE <br />TOWARDS ROOF <br />CONTINUOUS 2x WOOD <br />BLOCKING I t <br />SEALANT <br />r1 <br />2X6 WOOD STUDS FRAMING <br />MEMBERS (16" O.0 MAX.) — <br />2" E.I.F.S OVER "TYVEK" <br />BUILDING WRAP OVER 1/2" <br />EXT. GRADE PLYWOOD <br />SHEATING <br />ODETAIL <br />SCALE: 1 1/2" = I'-0" <br />O WALL SECTION <br />SCALE: 3/4" - I'-011 <br />�4 <br />KEYED NOTES <br />O <br />EXISTING CONCRETE SLAB ON GRADE (FIELD VERIFY) <br />ALUMINUM COPING <br />SET IN ADHESIVE <br />OEXISTING <br />STEEL BAR JOIST - CONTRACTOR TO FIELD VERIFY <br />0 <br />EXISTING MASONRY WALL SYSTEM (FIELD VERIFY) <br />SELF-SEALING, <br />SELF -DRILLING SCREW <br />O <br />EXISTING FOUNDATION SYSTEM (FIELD VERIFY) <br />AT 16" O.G. (TYP.) <br />r <br />O <br />EXISTING PAVING <br />_- <br />SEALANT <br />OE.I,F.S. <br />- DRYVIT FINISH WITH REVEALS OVER "TYVEK" STUCCO <br />17 SINGLE PLY ROOF <br />WRAP OVER EXISTING WALL SYSTEM. SEE DETAIL 4/A5b <br />MEMBRANE UP AND <br />OVER THE TOP OF <br />O <br />1/2"EXTERIOR GRADE PLYWOOD SHEATHING WITH 8d NAILS AT 4" <br />PARAPET WALL <br />O.C. MAX. SHEATHING EDGES AND 12" O.C. MAX. FIELD. BLOCK <br />SHEATHING JOINTS (48" O.G. MAX.) <br />i - <br />_ <br />O <br />2 x 6 WOOD STUDS FRAMING MEMBER (16" O.G. MAX.) <br />I <br />2 x 8 WOOD STUDS AT Iro" O.G. MAX. WITH SPI OP AND BOTT. <br />�- <br />10 <br />(2) 2 x 10 WOOD BLOCKING IN WALL FOR CANOPY WITH A34 TOP <br />AND BOTT. EACH END <br />A'T <br />II <br />PRE-ENGINEERED / PRE -FABRICATED CANOPY SYSTEM <br />PROVIDED AND INSTALLED ARBY'S VENDOR <br />12 <br />4" CONCRETE SLAB ON GRADE WITH bx6 WI.4xWl.4 W.W.F. OVER <br />CLEAN, COMPACTED, TERMITE TREATED FILL <br />13 <br />SINGLE -PLY MEMBRANE ROOFING SYSTEM UP NEW PARAPET <br />14 <br />WALL - SEE GENERAL NOTE 03 <br />EXISTING SINGLE -PLY MEMBRANE ROOFING SYSTEM. <br />15 <br />R-19 BATT INSULATION. <br />16 <br />EXISTING DIAGONAL STEEL ANGLE BRACE <br />0 <br />EXISTING CONCRETE/MASONRY TIE BEAM, CONTRACTOR TO FIELD <br />VERIFY AND NOTIFY ARCHITECT OF ANY DISCREPANCIES <br />18 <br />E.1,F.5.- DRYVIT "CUSTOM BRICK" OVER "TYVEK" STUCCO WRAP <br />14 <br />OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. SEE <br />EXTERIOR FINISH SCHEDULE. <br />19 <br />METAL SUPPORT COLUMN SYSTEM <br />—7 <br />20 <br />NEW DRIVE-THRU WINDOW SYSTEM - SEE WINDOW SCHEDULE <br />__ <br />21 <br />EXISTING CONCRETE CURB. <br />_ <br />22 <br />FINISH FLOOR MATERIAL - SEE ID DRAWINGS <br />23 <br />NEW LAY -IN ACOUSTICAL CEILING - SEE FINISH SCHEDULE. <br />EXISTING CEILING SYSTEM - SEE FINISH SCHEDULE. <br />VISQUEEN VAPOR BARRIER <br />P.T. 2x6 BOTTOM PLATE WITH J"m HILTI KWIK BOLT 3 EXPANSION <br />ANCHORS AT EACH END AND 12" O.C. MAX., 4 J" EMBED <br />2 <br />21 <br />STAINLESS STEEL WINDOW SILL. <br />28 <br />EXISTING P.T. 2x8 PLATE, CONTRACTOR TO FIELD VERIFY <br />29 <br />EXISTING STEEL BEAM <br />QEXISTING <br />STOREFRONT WINDOW SYSTEM SEE EXTERIOR FINISH <br />SCHEDULE <br />31 <br />(3) 05 REINF. BARS CONTI. <br />v <br />32 <br />EXISTING WALL FINISH - SEE FINISH SCHEDULE. <br />33 <br />NEW WALL FINISH - SEE FINISH SCHEDULE. <br />34 <br />BACKER ROD AND SEALANT <br />35 <br />EXISTING COOLER/FREEZER MODULE <br />36 <br />(2) 05 REINF. BARS CONTINUOUS <br />0 <br />1/2" 4 EXPANSION ANCHOR At 24" O.C. <br />15 <br />38 <br />TWO PIECE ALUM. FLASHING SET IN ADHESIVE <br />39 <br />DRILL AND DOWEL AND EPDXY (1) 05 X 1'-0" BAR ro" INTO <br />EXISTING SLAB AT 24" O.0 <br />ALUMINUM DRIP FLASHING <br />LA�i I <br />41 <br />NEW 2" EIFS FINISH OVER "TYVEK" BUILDING WRAP OVER EXISTING <br />WALL SYSTEM <br />42 <br />NEW CONCRETE SLAB - SEE ARCHITECTURAL SITE PLAN <br />23 <br />43 <br />734 SIMPSON STRONG -TIE CONNECTS B 4'-0" O.0 VERTICALLY <br />44 <br />.040 MIL ALUM SILL SLOPE TO DRAIN <br />45 <br />TAPERED RIGID INSULATION 2"MIN. AT LOWEST POINT <br />32 <br />46 <br />2X8 WOOD JOISTS 0 2411 O.G. <br />0 <br />HOLD EIFS UP FROM EXISTING CURB / WALK 1/2" - PROVIDE <br />BACKER ROD AND SEALANT <br />48 <br />PATCH AND REPAIR RETURN AS REQUIRED <br />48 <br />GENEPZAL NOTES <br />I. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO <br />CONSTRUCTION AND NOTIFY ARCHITECT IMMEDIATELY OF ANY <br />DISCREPANCIES <br />FROM THE CONSTRUCTION DOCUMENTS <br />2. PROPOSED PARAPET DESIGN HAS BEEN BASED ON ASSUMING <br />EXISTING ROOF STRUCTURE IS OF WOOD TRUSS CONSTRUCTION - <br />CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES AFTER <br />ALL DEMOLITION WORK IS COMPLETE AND EXISTING STRUCTURAL <br />ELEMENTS ARE EXPOSED <br />3. EXISTING ROOF MATERIAL TO BE VERIFIED BY GENERAL <br />CONTRACTOR - EXISTING ROOFING AND PROPOSED ROOFING SHALL <br />BE COMPATIBLE IN ORDER TO REPAIR AND EXTEND PER SCOPE OF <br />NEW WORK <br />KEY PLAN <br />REVISIONS <br />BY <br />fi <br />u <br />U r N <br />U T N O <br />`u <br />R L <br />2 <br />T n > <br />OC) 3 <br />L O <br />Eti <br />W <br />�a <br />Q <br />a o0 <br />O. <br />i <br />�` t <br />L <br />74r <br />O <br />CO) <br />C <br />O <br />a <br />v <br />O <br />-v •L <br />O <br />O <br />aC <br />V) m <br />.p <br />N <br />m <br />o <br />N <br />x <br />Q (D L <br />Lw <br />4 s <br />-a <br />a <br />c <br />a� <br />v <br />N <br />L. <br />O <br />N <br />t <br />C <br />EDale:. <br />09. 15 <br />NOTED <br />Project Mgr: RNS <br />Drawn: DC <br />Job: <br />15-50 <br />pA5a <br />H:\Projects\Projects 2015\ 15050 - Arby's Gall Blvd\04-CD\01-CD.A\04-Architectural\A5ab-WSEC.dwg, G/ 10/2015 12:08:34 PM, dcosta, _AutoCAD PDF (High Quality Print).pc3 <br />