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HomeMy WebLinkAboutExterior Elevations APPROVEDTO OF PARAPET +12'-1/2" TO OF PARAPET +28' -O" TOP OF PARAPET 4 +23' -0" NG JF CI) ND =I SIM. 1 r 1 WEST ELEVATION SCALE: 1/8' 1' -0 SOUTH ELEVATION SCALE: 1/8' 1' -0" SCALE: 1/8' 1' -0" SCALE: 1/8' 1' -0" NORTH ELEVATION EAST ELEVATION TOP OF PARAPET +23' -0" TOP OF PARAPET +28' -0" TOP OF PARAPET +12' -1/2" FINISH FLOOR 0' -0" TOP OF SLABd SEE CIVIL TOP OF PARAPET +28' -0" TOP OF PARAPET +28' -0" 4 LOOR :o 'J KEYNOTES DIVISION 1 GENERAL REQUIREMENTS 1.1 THESE GENERAL NOTES AJE ORGANIZED BASE UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. DIVISION 2 SITEWORK 02200.A FINISH GRADE. 02200.E DRAINAGE FILL. 02200.0 COMPACTED EARTH. 02514.A CONCRETE SIDEWALK. DIVISION 3 CONCRETE 03300.A CONCRETE SLAB 03300.B CONCRETE FOOTING. 03300.0 CONCRETE RAMP. REFERENCE SITE AND STRUCTURAL DRAWINGS. 03300.D CONCRETE APRON. REFERENCE SITE AND STRUCTURAL DRAWINGS. 03300.E FORM FINISH EXPOSED EDGE OF CONCRETE FLOOR. 03300.F CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS. 03300.G STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS. DIVISION 4 MASONRY 04720.A 04810.A 04810.0 04810.D 04810.E 04810.F 04810.G 04810.H 04810.K 0481 O.L 04810.M 04810.N 04810.0 STONE UNIT. FACE BRICK COLOR "A" FLEXIBLE ANCHOR WY TRIANGULAR TIE 0 16" O.C. VERTICALLY AND 16 O.C. HORI INTALLY. ATTACHE DIRECTLY TO METAL STUDS. SELF ADHESIVE, FLEXIBLE SHEET FLASHING. MORTAR NET. WEEP /VENTILATOR LOCATION. SEE SPECIFICATIONS FOR MAX. SPACING. TERMINATION BAR. HORIZONTAL JOINT REINFORCING 16" O.C. VERTICALLY VENEER ANCHOR W/ TRIANGULAR TIE 16" O.C. VERTICALLY AND 16" 0.0. HOR ZINTALLY. (BLOCK -UP1. 8x8x 16 NOMINAL NORMALWEIGHT CONCRETE MAS NRY UNIT. 6x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 12x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 4x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. DIVISION 5 METALS 05120.A 05120.6 05210.A 05300.A 05400.A 05400.B 05400.0 05400.D 05400.E 05500.A 05500.0 05500.D 05500.E 05500.F 05500.G 05500.H 05500.1 06100.A 06100.8 06100.0 06100.D 06100.E DIVISION 07140.A 07210.A 07210.6 07210.0 07210.D 07210.E 07210.F 07241.A 07241.8 07241.0 07241.D 07531.A 07531.8 07531.0 07531.D 07531.E 07531.F 07620.A 07620.E 07620.0 07620.D 07620.E 07620.F 07720.A 07920.A 07920.B 07920.0 07920.D DIVISION 08110.A 08110.6 08111.A 08111.A 08111.0 08363.A 08415.A 08415. B 08415.0 08415.D 08415.E 08415.F 08415.G 08415.1 08580.A 08800.A 08800.6 08800.0 DIVISION STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS. STRUCTURAL STEEL GIRT. STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS. STEEL REFERENCE STRUCTURAL DRAWINGS. 3 5 8 18 GA. STEEL STUDS (9 16" 0.C., CROSS BRACING AS REQUIRED. 6" 8 GA. STEEL STUDS 16 0.0., CROSS BRACING AS REQ'D. 1§ GA. CLIP ANGLE LATERAL CONNECTION. 8 16 GA. STEEL JOISTS 16 O.C. CROSS BRACING AS REQUIRED. 8" 16 GA. STEEL RUNNER CHANN ,L. VE T1CAL LADDER W/ 1 /2 "x2 1 /2 FLAT BAR RAILS 18" APART W/ 3 4 0 NON -SLIP RUNGS AT t2 0. AT LEAST 7 CLEAR FROM T WALL. ANCHOR WITH 1 /2 x2 1 /2" L- SHAPED FALT BAR AT 5 E -0 0.C. MAXIMUM. STEEL ANGLE DOOR PROTECTOR (4x4x 1 /4) AND FLAT PLATE STEEL BASE. SHIM PLATE. REFERENCE STRUCTURAL DRAWINGS. PIPE BOLLARD. 6 DIA. HEAVY GAUGE STEEL PIPE. EMBEDDED PIPE SILL. ST LjL ANGLE PIPE GAURD (4x4x 1 /4) PAINT SAFETY YELLOW. 1 4' TAPCON ANCHOR BOLTS (2 P JOISTS ISCELLANEOUS STEEL. REFERENCE STRUCTURAL DRAWINGS. DIVISION 6 WOOD AND PLASTICS TREATED WOOD BLOCKING /NAILER. WOOD BLOCKING /NAILER. W00, SHIM. 1/2 EXTERIOR GRADE PLYWOOD SHEATHING. 3/4" EXTERIOR GRADE PLYWOOD SHEATHING. 7 THERMAL AND MOISTURE PROTECTION FLUID tPPLIED WATERPROOFING. 1 1/2 PERIMETER EXTRUDED POLYSTYRENE INSULATION. 1/2 RIGID INSULATION. 6 MIL POLYETHYLENE VAPOR BARRIER. R -11 UNFACED GLASS FIBER BATT INSULATION. R -8 FACED SEMI -RIGID INSULATION WITH ATTACHMENT CLIPS. R -10. FACED SEMI -RIGID INSULATION WITH IMPALING CLIPS. 1 1/2 EXTERIOR INSULATION FINISH SYSTEM. EXTERIOR INSULATION FINISH SYSTEM MEDALLION. EXTERIOR INSULATION FINISH SYSTEM DECROTIVE PROFILE. CONTINUOUS SOFFIT VENT BALLASTED EPDM FLEXIBLE SHEET ROOFING SYSTEM. 2 1/2" POLYISOCYANURATE ROOF INSULATION. BUILT -UP INSULATION TO ACHIEVE POSITIVE DRAINAGE. LAP SEALANT. TERMINATION BAR. COUNTER FLASHING. METAL FLASHING. FLASHING WITH STAINLESS STEEL CLAMP RING. PREMANUFACTURED AND PREFINISHED METAL GRAVEL STOP AND FASCIA WITH CONTINUOUS HOLD DOWN CLIP. PREMANUFACTURED AND PREFINISHED METAL COPING WITH PREFABRICATED ANCHOR PLATE. PREFINISHED METAL CLADDING. MILL FINISHED METAL DRAIN BAR. 30x36 PREFABRICATED ROOF HATCH. SEALANT WITH BACKER ROD. SEALANT JOINT. ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT. WATER CUT -OFF MASTIC. 8 DOORS AND WINDOWS STEEL DOOR. STEEL DOOR THERMAL RATED. STEEL DOOR FRAME. GROUT BY DOOR INSTALLER. ALUMINUM DRIP EDGE. WEATHERSTRIPPING. ALUMINUM STOREFRONT. (DARK BRONZE) ALUMINUM THRESHOLD. EXTRUDED ALUMINUM SILL. ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT. R -8 SEMI -RIGID INSULATION WITH ATTACHMENT CLIPS. SILL FLASHING AND WATERDAM TO MATCH STOREFRONT. SHIMS BY STOREFRONT SUPPLIER. ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR. ALUMINUM SLIDING WINDOW TRACK AND HARDWARE. 1/4" CLEAR TEMPERED GLASS. 1 INSULATING GLASS REFERENCE ELEVATIONS FOR TYPE. 1/4 SPECALTY GLASS, SEE DRAWINGS FOR TYPE. 9 FINISHES 09253.A 1/2" SURFACED GYPSUM BOARD SHEATHING. 09260.A 1/2" GYPSUM WALL BOARD. 09260.8 3 5/8 x 25 GA. METAL STUDS 16 O.C. UNLESS NOTED OTHERWISE. 09260.0 2 1 /2" x 25 GA. METAL STUDS 16" O.C. UNLESS NOTED OTHERWISE. 09260.D SOUND ATTENUATION BLANKETS. 092601 ltAL STUD KICKERS AS REQUIRED. 09260.F J MOLD EDGE TRIM. 09510.A ACOUSTICAL PLNEL CEILING SYSTEM. 09910.A PAINTED FINISH. DIVISION 10 SPECIALTIES NOT USED. DIVISION 11 EQUIPMENT NOT USED GLASS SCHEDULE TYPE "A" 1" CLEAR INSULATING GLASS. TYPE "B" 1/4" CLEAR TEMPERED GLASS. AS AfPRs"=`" ry w CONSTRUC1 600 East 96 Suite 100 Indianapolis, Phone: .317 Fax: 317 0 0 Certified B 9 1 ,,tx R. TG No. AR00910 STATE I Drawing Numb A31 Of Duke Job Nur WNCOO' A/E Job Num 2313'