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HomeMy WebLinkAbout0815.93.62f. 0 z Q v a i a R r 0 1 n �. At •14 DE7A l IL I ��a i o�� 1, , .r T 11.... 33 1 1 2� _ 110111 40 ILI .' 1 KEYNOTES DIVISION 2 SITEWORK 21 FINISHED GRADE SEE CIVIL DRAWINGS. 2.2 MIN, 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 a DUI. PERIMETER DRAIN TILE. WSION 3 - CONMTE 3.1 4" CONCRETE SLAB W/ 6 X 6 X W1.4 X W1.4. 3.2 CONCRETE FOOTING - SEE SiRUCTURAL DRAWINGS. 3.3 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 5 CONCRETE SLAB flN 2' COMP. DECK. 3S CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS. 16 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONCRETE STOOP - SEE CIVIL DRAWINGS. 3.8 2 1/ CONCRETE TOPPING SLAB ON METAL DECK FORM. DIVISION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 16' O.C. VERT. AND HORIZ.." 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIZ.. 4.3 BRICK MASONRY. 1 4.4 NOT USED. 46 12' CONCRETE MASONRY UNIT (C.M.U.). 4,6 6" X T CONCRETE MASONRY UNIT (C.M.U.). 0 fi CONCRETE MASONRY UNIT (C.M.U.). 4,8 8' CONCRETE MASONRY UNIT C,M.U.). 4.9 4' CONCRETE MASONRY UNIT 'C.M.U.), 4.10 1 r ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 8" ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). DIVISION 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS. 5.2 1 112" METAL ROOF DECK. 5,3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3' METAL DECK. � 5.7 16 GA. STUD ANCHOR. 5.8 4' X 16 GA °C" SHAPED METAL STUD AT 24" O.C.. 5.9 3 5/8" X 16 GA. 'C" SHAPED METAL STUDS AT 16" G.C.. DIVISION 6 - WOOD AND PLASTICS 6.1 2 X WOOD BLOCKING. 6.2 51T -WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -0' O.C.. 5.4 1/2" EXTERIOR GRADE PLYWOOD. 6.5 3/4" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN), 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2" x 24" PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 5' BAIT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 1511 FELT UNDERLAYMENT, 7.6 9011 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL'DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPOM. 7.9 3/4" INSULATING SHEATHING. 7.10 3 5/8' BATT INSULATION (1313). 7.11 112" PREFORMED JOINT FILLER. 7.12 2' CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING, 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL, 7.19 PREFINISHED METAL FASCIA. 7.2C PREFINISHED METAL FLASHING. 7.21 PREFINISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7,27 SEALANT AND BACKER ROD, 7.28 2• INTERIOR EXPANSION JOINT AND COVER. 7.29 2" :NTERQR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED). 7.30 2" EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 1`4" TEMPERED GLASS, 8.8 1 INSULATED GLASS. 8,9 ALUMINUM CURTAINWALL, 8.10 ALUMINUM WINDOW FRAMING. 8.;1 1/4" SPANDREL GLASS, 8.12 1/4' ALUMINUM PANEL (PAINTED FINISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DIVISION 9 - FINISHES 9.1 5/8' GYPSUM WALLBOARD, USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH SCHEDULE FOR FINISHES, 9.2 3 5/8' 25 GA. STEEL STUDS AT 16' D.C. 9.3 ACOUSTICAL TILE CEILING. 9.4 SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD 9.5 SUSPENDED 51T GYPSUM WALLBOARD. 9.6 2 1/2' X 25 GA. STEEL STUDS AT 16' O.C.. 9.7 GYPSUM WALLBOARD MOLDING. 9.8 METAL CORNER BEAD. 9.9 ONE HOUR RATED SHAFTWALL SYSTEM. 9.10 7/8" X 25 GA. STEEL FURRING AT 16" O.C. DIVISION iO - SPECIALTIES 10.1 PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. 10.2 PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) n,?No :T - MEGl", fr CSO AfMHITECTS © Copyright 198 ARCHITECTS I i a R r 0 1 n �. At •14 DE7A l IL I ��a i o�� 1, , .r T 11.... 33 1 1 2� _ 110111 40 ILI .' 1 KEYNOTES DIVISION 2 SITEWORK 21 FINISHED GRADE SEE CIVIL DRAWINGS. 2.2 MIN, 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 a DUI. PERIMETER DRAIN TILE. WSION 3 - CONMTE 3.1 4" CONCRETE SLAB W/ 6 X 6 X W1.4 X W1.4. 3.2 CONCRETE FOOTING - SEE SiRUCTURAL DRAWINGS. 3.3 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 5 CONCRETE SLAB flN 2' COMP. DECK. 3S CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS. 16 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONCRETE STOOP - SEE CIVIL DRAWINGS. 3.8 2 1/ CONCRETE TOPPING SLAB ON METAL DECK FORM. DIVISION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 16' O.C. VERT. AND HORIZ.." 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIZ.. 4.3 BRICK MASONRY. 1 4.4 NOT USED. 46 12' CONCRETE MASONRY UNIT (C.M.U.). 4,6 6" X T CONCRETE MASONRY UNIT (C.M.U.). 0 fi CONCRETE MASONRY UNIT (C.M.U.). 4,8 8' CONCRETE MASONRY UNIT C,M.U.). 4.9 4' CONCRETE MASONRY UNIT 'C.M.U.), 4.10 1 r ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 8" ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). DIVISION 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS. 5.2 1 112" METAL ROOF DECK. 5,3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3' METAL DECK. � 5.7 16 GA. STUD ANCHOR. 5.8 4' X 16 GA °C" SHAPED METAL STUD AT 24" O.C.. 5.9 3 5/8" X 16 GA. 'C" SHAPED METAL STUDS AT 16" G.C.. DIVISION 6 - WOOD AND PLASTICS 6.1 2 X WOOD BLOCKING. 6.2 51T -WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -0' O.C.. 5.4 1/2" EXTERIOR GRADE PLYWOOD. 6.5 3/4" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN), 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2" x 24" PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 5' BAIT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 1511 FELT UNDERLAYMENT, 7.6 9011 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL'DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPOM. 7.9 3/4" INSULATING SHEATHING. 7.10 3 5/8' BATT INSULATION (1313). 7.11 112" PREFORMED JOINT FILLER. 7.12 2' CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING, 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL, 7.19 PREFINISHED METAL FASCIA. 7.2C PREFINISHED METAL FLASHING. 7.21 PREFINISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7,27 SEALANT AND BACKER ROD, 7.28 2• INTERIOR EXPANSION JOINT AND COVER. 7.29 2" :NTERQR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED). 7.30 2" EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 1`4" TEMPERED GLASS, 8.8 1 INSULATED GLASS. 8,9 ALUMINUM CURTAINWALL, 8.10 ALUMINUM WINDOW FRAMING. 8.;1 1/4" SPANDREL GLASS, 8.12 1/4' ALUMINUM PANEL (PAINTED FINISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DIVISION 9 - FINISHES 9.1 5/8' GYPSUM WALLBOARD, USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH SCHEDULE FOR FINISHES, 9.2 3 5/8' 25 GA. STEEL STUDS AT 16' D.C. 9.3 ACOUSTICAL TILE CEILING. 9.4 SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD 9.5 SUSPENDED 51T GYPSUM WALLBOARD. 9.6 2 1/2' X 25 GA. STEEL STUDS AT 16' O.C.. 9.7 GYPSUM WALLBOARD MOLDING. 9.8 METAL CORNER BEAD. 9.9 ONE HOUR RATED SHAFTWALL SYSTEM. 9.10 7/8" X 25 GA. STEEL FURRING AT 16" O.C. DIVISION iO - SPECIALTIES 10.1 PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. 10.2 PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) n,?No :T - MEGl", fr CSO AfMHITECTS © Copyright 198 ARCHITECTS PLANNERS INTERIOR DESIGNERS I 9100 Keystone Crossing Suite 600 Indianapolis, Indiana 46240 (31 7) 848 -2800 SCOPE DRAWINGS These drawinps W41cale the genial scope of the project in teens of an~ural design mryor archilecutal elemsns is and thus of structural, mechanical, electrical systems. The drawhgs do not necessarily irWicau « ilea crlDe W7.«% required for full psAomwnoe end completion of the requirements of the Con- tram On the basis of the general scope ir- dicatsd or described, the trade contractor's shall fumish ail hems required for the proper execution and conVI~ of the wads O Z LU Y o a o rq cr 4k Q cc Y W a l- Z m r> `"' o rn � rn � H � CV 0 } O Z co U U) T_ U Q� W J � � Z O w Q W �- h- X O = w Z U GIST Eq /� ��i•, 0. G©03412V • •% STATE OF 1z TIP • - ''19f'CH11 1811t1110- CERTIFIED BY SHEET NO A408 OF SHEETS FILE NO 92217