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HomeMy WebLinkAbout06110089.21CD Q Cr M CD CD (Q CD (Q d LO N O B o� core. 1 I TRUSS BRNG. 24'16" - 2nd FLR. -- 13' -0" .L T /SLAB -_ a• I I .e. - - r #* C 01 4.1 I I t 1 - - I' I t 1C I �I I � I- > 04 SECTION_ SCALE: 1/8"= V-0" D o� 4.1 r en. wft` I TRUSS BRING. 24'-6" M1 J i f I 1 2nd FLR. 13' -0" I I � I �I I T SLAB 0 - -0" 1 I ... _ -L ... l�J BJ '^'J I - � II� I I /' I I I I I I 03 SECTION_ SCALE: 1/8"=P-01' ' -0" 02 SECTION_ SCALE: 1/8"=V-011 01 SECTION_ SCALE: 1/8"=P-0-- 618 East Market Street I Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a xi s a r c In . c o m KIT OF PARTS. SITE WORK 2.1 FINISHED GRADE - REF: CIVIL DRAWINGS. 2.2 DOWNSPOUT BOOT -REF: CIVIL DRAWINGS. CONCRETE 3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS 3.2 CAST -IN -PLACE FOOTING- REF. STRUCT 3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT 3.4 EXPANSION MATERIAL 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. MASONRY 4.1 BRICK VENEER 4.2 CAST STONE BAND 4.3 CAST STONE SILL 4.4 CAST STONE CAP 4.5 BRICK SOLDIER COURSE HEADER 4.6 4" CMU 4.7 MASONRY TIE 4.8 8" CMU 4.9 12" CMU - GROUT SOLID - REF. STRUCTURAL 4.10 BRICK VENEER - PROJECT EVERY THIRD COURSE 1/2" A.11 BRICK STACK BOND VENEER- RECESS 1/2" 4.12 BRICK VENEER BAND- PROJECT 1/2" 4.13 VERTICAL EXPANSION JOINT, SEALANT & BACKER ROD METALS 5.1 PREFINISHED COMPOSITE METAL PANEL 5.2 STEEL COLUMN, REF. STRUCTURAL 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 5.6 STEEL ANGLE, REF. STRUCTURAL 5.7 STEEL COLUMN, REF. STRUCTURAL 5.8 CONCRETE FILLED METAL PAN STAIR 5.9 STEEL STAIR FRAME BY STAIR MFGR. 5.10 HANDRAIL BY STEEL STAIR MFGR. 5.11 STEEL HANDRAIL SUPPORT 5.12 STEEL BALUSTERS WOOD AND PLASTICS 6.1 2x6 WOOD FRAMING 6.2 5/8" PLYWOOD SHEATHING - REF. S- SERIES DRAWINGS 6.3 2x WOOD BLOCKING 6.4 1 x WOOD JAMB EXTENSION 6.5 1 x WOOD TRIM 6.6 WOOD WINDOW CASING 6.7 2x4 FRAMING 6.8 5/4x8 CEDAR 6.9 6X6 CEDAR POST 6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL 6.11 PRE - ENGINEERED WOOD FLOORJOIST- 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 6.32 CEDAR CAP - SLOPE 450 6.33 2x CEDAR POST WRAP 6.34 2x12 WOOD TREADS AND STRINGERS 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 7.6 PREFINISHED CEMENTITIOUS LAP SIDING 7.7 CEMENTITIOUS FASCIA BOARD -PAINTED 7.8 PREFINISHED CEMENTITIOUS TRIM BOARD - 1 x NOMINAL, RIP TO SIZE 7.9 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x 2 NOMINAL 7.10 BATT INSULATION - WALLS TO BE R13, CEILINGS TO BE R30 7.11 AIR INFILTRATION BARRIER 7.12 SEALANT 7.13 THROUGH WALL FLASHING WITH WEEPS 7.14 CEMENTITIOUS TRIM BOARD- 1 x4 NOMINAL 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED 7.16 FELT PAPER 7.17 ASPHALT SHINGLES 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 7.31 PAN FLASHING 7.32 COUNTERFLASHING DOORS AND WINDOWS 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM 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 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 MECHANICAL 15.1 CONDENSING UNIT- REF: MECH 15.2 MECHANICAL DIFFUSER 15.3 MECHANICAL EQUIPMENT- REF: MEP ELECTRICAL 16.1 LIGHT FIXTURE- REF: ELEC 16.2 ELECTRICAL PANEL -REF: ELEC EXTERIOR IMPROVEMENTS 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE OR SIMILAR. Scope Drawings These drawings indicate the general scope of the project in terms of orchitedural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical sysbms. The drawings do not necessorily indicate or describe all work required for W pedonnance and completion of the requirements of the contract On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work DRAWN by b I CHECKEDby KO DATE issued 13 OCT. 2006 REVISIONS THE SCHNEIDER CORP. ASHTON FRITZ 8901 OTIS AVENUE INDIANAPOLIS, IN 46216 (317) 826 -7100 (317) 826 -7200 STRUCTURAL DESIGN, INC. CHUCK SCHAEFER 337 MAIN STREET BEECH GROVE, IN 46107 (317) 822.0204 (317) 822.0206 VECTOR CONSULTING BEN DEREMIAH 212 W. 10TH ST., SUITE D -395 INDIANAPOLIS, IN 46202 (317) 632.4444 (317) 632.4960 I� z . W ~Z I�- II�= �Va � -W �WW 0 ad IQ� i W u� N M H O sa W 0 �O V Ln \\\\\ \\\ m u u t u u u t /ii \.��` QG„ ,. RFC o'%�. � \,�tGISTfpF =G Q' AR- 1940008 `�� rn * STATE OF CH BUILDING SECTIONS SCALE AS NOTED Ln � A4.1 N