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Home My WebLink About06110089.25CD Q M ly CD M CD CD cQ 5, v LO O SO 1'-0" TYP. 05 SECTION_ SCALE: 3/4 " -1' -0" T POST 9'-4" f CEDAR BASE 3' -0" T/S LAB 0' -0" 3.1 the project in terms of architectural design 3.2 concept, the dimensions of the building, the major architectural elements and the 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. 05 SECTION_ SCALE: 3/4 " -1' -0" T POST 9'-4" f CEDAR BASE 3' -0" T/S LAB 0' -0" T POST 9' -4' 'CEDAR BASE 3' -0' 04 SECTION_ SCALE: 3/4 " =1' -0" 3.2 03 SECTION_ SCALE: 3/4 " =1'-0" T SLAB 0' -0' B CAST STONE 8' -0" BEYOND T SLAB 0' -0" 8/FIN. CEILING_ 24' -0" B CAST STONE 15'-4" T FIN. SECOND FL. 13' -0" 4.1 B FIN. CLNG. 10' -4 1/2" B HEADER 9' -10" T SLAB 0' -0" �^-V 02 SECTION SCALE: 3/4 " =11 -011 01 SECTION_ SCALE: 3/4 " =1' -0" /FIN. CEILING 24' -0" 'CAST STONE 15'-4" CAST STONE 11 '-4" V. LANDING 6' -2 1/2' ;AST STONE 3' -1 1/4" T SLAB 0' -0" 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 KIT OF PARTS: Scope Drawings 7he se drawings indicate the general scope °f the project in terms of architectural design 3.1 concept, the dimensions of the building, the major architectural elements and the 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. type of structural, mechanical andelechkal systems. The drowings do not necessoriy 2.2 DOWNSPOUT BOOT- REF: CIVIL DRAWINGS. � CONCRETE 3.2 3.1 CONCRETE SLAB -REF. STRUCTURAL DRAWINGS ofthe general scope indicated ordescr ibed, 3.2 CAST -IN -PLACE FOOTING - REF, STRUCT the trade contractors shall furnish ap items required for Ae proper execution and 3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT completion ofthe work 3.4 EXPANSION MATERIAL DRAWN by b I 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. T POST 9' -4' 'CEDAR BASE 3' -0' 04 SECTION_ SCALE: 3/4 " =1' -0" 3.2 03 SECTION_ SCALE: 3/4 " =1'-0" T SLAB 0' -0' B CAST STONE 8' -0" BEYOND T SLAB 0' -0" 8/FIN. CEILING_ 24' -0" B CAST STONE 15'-4" T FIN. SECOND FL. 13' -0" 4.1 B FIN. CLNG. 10' -4 1/2" B HEADER 9' -10" T SLAB 0' -0" �^-V 02 SECTION SCALE: 3/4 " =11 -011 01 SECTION_ SCALE: 3/4 " =1' -0" /FIN. CEILING 24' -0" 'CAST STONE 15'-4" CAST STONE 11 '-4" V. LANDING 6' -2 1/2' ;AST STONE 3' -1 1/4" T SLAB 0' -0" 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 KIT OF PARTS: Scope Drawings 7he se drawings indicate the general scope °f the project in terms of architectural design SITE WORK concept, the dimensions of the building, the major architectural elements and the 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. type of structural, mechanical andelechkal systems. The drowings do not necessoriy 2.2 DOWNSPOUT BOOT- REF: CIVIL DRAWINGS. ind oteordescribeallworkrequiredfor CONCRETE lull performance and completion of the requirements of fhe contract. On the basis 3.1 CONCRETE SLAB -REF. STRUCTURAL DRAWINGS ofthe general scope indicated ordescr ibed, 3.2 CAST -IN -PLACE FOOTING - REF, STRUCT the trade contractors shall furnish ap items required for Ae proper execution and 3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT completion ofthe work 3.4 EXPANSION MATERIAL DRAWN by b I 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. MASONRY CHECKED by KO 4.1 BRICK VENEER DATE issued 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 EVERYTHIRD 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 FLOORJOIST -REF. STRUCTURAL 6.12 3/4" WOOD SUBFLOOR- REF. STRUCTURAL 6.13 BRIDGING, REF. STRUCTURAL 6.14 2x8 WOOD FRAMING 6.15 WOOD WINDOWJAMB 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 450 W 6.33 2x CEDAR POST WRAP � z 6.34 2x12 WOOD TREADS AND STRINGERS 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 • 7.6 PREFINISHED CEMENTITIOUS LAP SIDING 7.7 CEMENTITIOUS FASCIA BOARD- PAINTED V 7.8 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x NOMINAL, RIP TO SIZE 7.9 PREFINISHED CEMENTITIOUS TRIM BOARD - 1 x 2 NOMINAL W 7.10 BATT INSULATION - WALLS TO BE R13, CEILINGS TO BE R30 = AA,, 7.11 AIR INFILTRATION BARRIER W W 7.12 SEALANT 7.13 THROUGH WALL FLASHING WITH WEEPS W W oo 7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED L 7.16 FELT PAPER 7.17 ASPHALT SHINGLES In 7.18 FULLYADHEARED 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 PAINTTO MATCH SIDINGABOVE 7.28 PREFINISHED BREAKMETAL TRIM TO MATCH ADJACENT STOREFRONT 7.29 PVC DOWNSPOUT 7.30 FLASHING AND SEALANT /ttltt� 7.31 PAN FLASHING \��1�111111111111 `�\\\QG,••••• "D'Re��i��'�ii 7.32 COUNTERFLASHING� \ ,., °GISTpp °'y,, DOORS AND WINDOWS s2 •' °� No. 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED- REF: DOOR SCHEDULE = Q= AR- 19400087 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM rn 8.3 PREFINISHED ALUMINUM CLAD WINDOW =* ' STATE OF 8.4 HOLLOW METAL DOOR FRAME aP,..•''` 8.5 SOLID CORE WOOD DOOR �''�i .q `°" ..... ! "A••'•° /''��iR 8.6 5"x 8" ALUMINUM VENT /CHI111111 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 WALL MECHANICAL 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 16.2 ELECTRICAL PANEL- REF: ELEC Ln A4.13 0 EXTERIOR IMPROVEMENTS NO 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE E - AMETCO METRO GATE (V nD CIAAII AD