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HomeMy WebLinkAbout06110089.18CD Q Ci I< M Cn CD M CID CD (Q CV 0 LO N O 10. 07 STAIR 2 SECTION SCALE: 1/4"= V-011 T /FIN. SECOND FL. Y 13 -0" 0 w Q a J � Q Q w V fie W Cie N T /FIN. LANDING Y 5' -1 ° 0 w Q a N w V) w w V) w �L T /SLAB 01 M4 04 STAIR 2 - SECOND FLOOR 06 STAIR 2 SECTION SCALE: 1/4"=l'-011 03 STAIR 2 -FIRST FLOOR SCALE: 1/A"=1'-0" l 6 ■ I I I 'M ■ STAIR 2 WALL RAILING 09 DETAIL SCALE: 1 1/2"=I'-O" STAIR 1 WALL RAILING 08 DETAIL SCALE: 1 1/2"=l'-O" 02 STAIR 1 - SECOND FLOOR SCALE: 1/4"= 1 ' -0" 05 STAIR SCALE: 1/4"=1'-0" Q CN o, ;o CV ;o T TV 9 T a rM T CV 0 Lu U a CJ w V) w w VI ce 1 SECTION JD FL. 13' -0" N. LANDING 6-2 1/2" T 1 o 01 STAIR 1 -FIRST FLOOR SCALE: 1/4"=1'-0'l O w l�J N w De I- 618 East Market Street I Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a x is a r c h. c o m - Scope KIT OF PARTS: hesedraw„��, These drawings indicate the general scope of Me project in terms ofarchim&ral design concept, the dimensions of the building, SITE WORK the major archibcNr°I elements and the 2.1 FINISHED GRADE - REF: CIVIL DRAWINGS. rypems.The rot ingsdoinotnoc sso*al systems. The drawings do not necessarily 2.2 DOWNSPOUT BOOT- REF: CIVIL DRAWINGS. in&*ordescribe all war* requirodfor CONCRETE full performance and completion of the aqw emews of the coneact On the basis ofthe 3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS A@tradecontrctorssh shall A@ (rode contractors shall famish all items 3.2 CAST -IN -PLACE FOOTING- REF. STRUCT required for the proper execution and 3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT complefion of the work 3.4 EXPANSION MATERIAL DRAWN by b j I 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. CHECKED by KO MASONRY 4.1 BRICK VENEER DATE iswed 13 OCT. 2006 4.2 CAST STONE BAND REVISIONS 4.3 CAST STONE SILL 4.4 CAST STONE CAP 4.5 BRICK SOLDIER COURSE HEADER 4.6 4" CMU 4.7 MASONRYTIE 4.8 8" CMU 4.9 12" CMU - GROUT SOLID- REF. STRUCTURAL THE SCHNEIDER CORP. 4.10 BRICK VENEER -PROJECT EVERY THIRD COURSE 1/2" 4.11 BRICK STACK BOND VENEER - RECESS 1/2" 4.12 BRICK VENEER BAND- PROJECT 1/2" ASHTON FRITZ 4.13 VERTICAL EXPANSION JOINT, SEALANT & BACKER ROD 8901 OTIS AVENUE METALS INDIANAPOLIS, IN 46216 5.1 PREFINISHED COMPOSITE METAL PANEL (317) 826 -7100 5.2 STEEL COLUMN, REF. STRUCTURAL (317) 826 -7200 5.3 SIMPSON CPS6 COLUMN STANDOFF BASE 5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS 5.5 STEEL BEAM, REF. STRUCTURAL STRUCTURAL DESIGN, 5.6 STEEL ANGLE, REF. STRUCTURAL INC. 5.7 STEEL COLUMN, REF. STRUCTURAL 5.8 CONCRETE FILLED METAL PAN STAIR 5.9 STEEL STAIR FRAME BY STAIR MFGR. CHUCK SCHAEFER 5.10 HANDRAIL BY STEEL STAIR MFGR. 337 MAIN STREET 5.11 STEEL HANDRAIL SUPPORT 5.12 STEEL BALUSTERS BEECH GROVE, IN 46107 (317) 822.0204 WOOD AND PLASTICS (317) 822.0206 6.1 2x6 WOOD FRAMING 6.2 5/8" PLYWOOD SHEATHING- REF. S- SERIES DRAWINGS VECTOR CONSULTING 6.3 2x WOOD BLOCKING 6.4 1 x WOOD JAMB EXTENSION 6.5 1 x WOOD TRIM BEN DEREMIAH 6.6 WOOD WINDOW CASING 212 W. 10TH ST., SUITE D -395 6.7 2x4 FRAMING INDIANAPOLIS, IN 46202 6.8 5 /4x8 CEDAR (317) 632.4444 6.9 6X6 CEDAR POST (317) 632.4960 6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL 6.11 PRE - ENGINEERED WOOD FLOOR JOIST- REF. STRUCTURAL 6.12 3/4" WOOD SUBFLOOR- REF. STRUCTURAL 6.13 BRIDGING, REF. STRUCTURAL 6.14 2x8 WOOD FRAMING 6.15 WOOD WINDOW JAMB EXTENSION 6.16 WOOD SHIM AS REQUIRED 6.17 HEADER 6.18 2x10 CEDAR 6.19 2x6 CEDAR 6.20 2x WOOD FRAMING EXTENDED FOR CANOPY- REF. STRUCTURAL 6.21 2 LAYERS PLYWOOD, BEND AROUND CANOPY RADIUS 6.22 3/4" PLYWOOD STAIR TREAD SUPPORT 6.23 2x WOOD TREAD 6.24 3/4" OAK TREAD 6.25 2x12 OAK STRINGER 6.26 1 x OAK WALL CAP 6.27 OAK HANDRAIL 6.28 2x4 OAK RAIL SUPPORT 6.29 2x OAK HANDRAIL 6.30 4x4 OAK POST 6.31 CEDAR FILLER W 6.32 CEDAR CAP -SLOPE 45° z W 6.33 2x CEDAR POST WRAP � UJ \ - 6.34 2x12 WOOD TREADS AND STRINGERS Ire O 6.35 2x PRESSURE TREATED WOOD BLOCKING 6.36 5/8 P.T. PLYWOOD STOP TO 3 ABOVE SUBFLOOR THERMAL AND MOISTURE PROTECTION 7.1 PREFINISHED ALUMINUM DOWNSPOUT 7.2 PREFINISHED ALUMINUM GUTTER 7.3 PREFINISHED ALUMINUM DRIP EDGE 7.4 ASPHALT SHINGLES 7.5 CEMENTITIOUS TRIM BOARD .4 7.6 PREFINISHED CEMENTITIOUS LAP SIDING 7.7 CEMENTITIOUS FASCIA BOARD- PAINTED 7.8 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x NOMINAL, RIP TO SIZE V 7.9 PREFINISHED CEMENTITIOUS TRIM BOARD - 1 x 2 NOMINAL W 7.10 BATT INSULATION -WALLS TO BE R13, CEILINGS TO BE R30 7.11 AIR INFILTRATION BARRIER ov) W W 7.12 SEALANT 7.13 THROUGH WALL FLASHING WITH WEEPS W uj 0 L 7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL K 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED 4410 U 7.16 FELT PAPER 7.17 ASPHALT SHINGLES In 7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE 7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS 7.20 BASE TIE -IN PER ROOFING MFGR. RECOMMENDATIONS 7.21 4" MIN. RIGID INSULATION AND RECOVERY BOARD 7.22 ICE AND WATER SHIELD AT EAVES, RAKES AND RIDGES 7.23 RIGID INSULATION AND RECOVERY BOARD 7.24 VAPOR BARRIER 7.25 PERIMETER INSULATION 7.26 ROOF DRAIN, REF. ROOF PLANS 7.27 CEMENTITIOUS PANEL PAINT TO MATCH SIDING ABOVE 7.28 PREFINISHED BREAKMETAL TRIM TO MATCH ADJACENT STOREFRONT 7.29 PVC DOWNSPOUT 7.30 FLASHING AND SEALANT \ �o`a °�1uul l l lluuu�u, 7.31 PAN FLASHING GE 7.32 COUNTERFLASHING °� srf DOORS AND WINDOWS Q��.��o No. Z? AR- 19400087 ' 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE rt, 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM =* STATE OF 8.3 PREFINISHED ALUMINUM CLAD WINDOW 8.4 HOLLOW METAL DOOR FRAME 8.5 SOLID CORE WOOD DOOR 8.6 5" x 8" ALUMINUM VENT '��r rCH Ill 8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE FINISHES 9.1 5/8" TYPE "X" GYPSUM WALLBOARD 9.2 DRYWALL "J" TRIM 9.3 CEILING TRACK SUSPENSION WIRE 9.4 SUSPENDED DRYWALL CEILING TRACK 9.5 5/8" GYPSUM GREENBOARD 9.6 SUSPENDED CEILING GRID AND TILE ENLARGED STAIR MECHANICAL PLANS AND SECTIONS 15.1 CONDENSING UNIT- REF: MECH SCALE AS NOTED 15.2 MECHANICAL DIFFUSER 15.3 MECHANICAL EQUIPMENT- REF: MEP ELECTRICAL 16.1 LIGHT FIXTURE- REF: ELEC Ln 16.2 ELECTRICAL PANEL- REF: ELEC � � EXTERIOR IMPROVEMENTS Al 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE N nD CILA11 AD