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Home My WebLink About06110089.24OL T RUSS BEARING 24'-6" OL T INDOW R.O. 22' -0" OIL B/WINDOW R.O. 14' -5 1/4" OL 8/CAST STONE 14' -4" T/FIN. SECOND FLOOR. 13' -0" OL B /SOLDIER COURSE 1 1' -4" OL B/WINDOW R.O. 9' -0 3/4" OL T/WINDOW R.O. 8' -8 I/4" B/WINDOW R.O. 1' -9 1/4" B CAST STONE 1'-4" atm. 21111151 "IRK-2 7.2 \ • 7.15 n� 7.1 BEYOND 8.3 03 SIM. 4.1 i �c 7.1 1 4.1 08 4.1 I 04 4.1 1 I D I Ip ♦ 7.10 6.10 9.1 9.1 6.10 ' � 1 1 I � 1 I � 1 I 1 I i I �I I I� � I 1 I I 6.36 3.3 6.12 6.11 0111,1►_:W, �AI �I� r - I 8.3 - 4s,M.- f I I 2.1 T /SLAB 0' -0" Q M / N 3.2 (D cc 5 C_� � 3 02 SECTION r CD, SCALE: 3/4 " =1 ' -0" LO I N (Q O ,O a 3.4 7.25 3.5 7.24 I� 1 - ° d ° � -r I- rl 4 �AI �I� r - I 8.3 - 4s,M.- f I I 2.1 T /SLAB 0' -0" Q M / N 3.2 (D cc 5 C_� � 3 02 SECTION r CD, SCALE: 3/4 " =1 ' -0" LO I N (Q O ,O a 3.4 7.25 3.5 7.24 ® /RM1IM anal .24) (3.5) (7.25) (3.1 I� 1 - ° d ° � -r I- 4 d II d° ° Q e e " a III II ® /RM1IM anal .24) (3.5) (7.25) (3.1 8.1 3.2 11. aln ►: mIt"1W. I 07 P. HAND 7.1) BEYOND 8.3 03 SIM., OPP. 4.1 HAND 1 ., ►Mwe� -1 MM - • • H1 1 31101111111 ►� a 7.2 7.8 BEYOND 1. Fria �- 6.7 6.2 5.1 � 8.2 8.1 d - d ° Q ^ ° 01 SECTION SCALE: 3/A"=1'-0" a ° T/TRUSS BEARING 24'-6" B /FIN. CEILING 22' -0" \T/WIN DOW R.O. 22' -0" B /CAST STONE 14' -5 1/4' B /CAST STONE 14' -0" T /FIN. SECOND FLOOR. 13' -0" T/SLAB 0. -0. 618 East Market Street I Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a xi s a r c h. c a m KIT OF PARTS: Scope Drawings Them drawings indicate the general scope of SITE WORK the project in terms ofarchitsdural design concept, the dimensions of the building, 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. the major arohkoctural elements and the type of structural, mechanical and ohdricd 2.2 DOWNSPOUT BOOT - REF: CIVIL DRAWINGS. systems. The drawings do nornecessa* CONCRETE indicate or describe all work required for full performance and completion of the 3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS requirements ofthe contract On the basis 3.2 CAST -IN -PLACE FOOTING - REF. STRUCT of thedecontrcopeindkatedord#items the hods contractors shall fumith all 'Hems 3.3 1 114" CEMENTITIOUS FLOORING UNDERLAYMENT required for the proper execution and 3.4 EXPANSION MATERIAL completion ofthe wark 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. DRAWN by b i MASONRY CHECKED by KO 4.1 BRICK VENEER 4.2 CAST STONE BAND DATE issued 130CT.2006 4.3 CAST STONE SILL REVISIONS 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 4.10 BRICKVENEER - PROJECTEVERYTHIRDCOURSE 1/2" THE SCHNEIDER CORP. 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 METALS 8901 OTIS AVENUE INDIANAPOLIS, IN 46216 5.1 PREFINISHED COMPOSITE METAL PANEL 8 26 -7100 7100 - 5.2 STEEL COLUMN, REF. STRUCTURAL (317) 8 5.3 SIMPSON CPS6 COLUMN STANDOFF BASE (317) 8267200 5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS 5.5 STEEL BEAM, REF. STRUCTURAL 5.6 STEEL ANGLE, REF. STRUCTURAL STRUCTURAL DESIGN, 5.7 STEEL COLUMN, REF. STRUCTURAL INC. 5.8 CONCRETE FILLED METAL PAN STAIR 5.9 STEEL STAIR FRAME BY STAIR MFGR. 5.10 HANDRAIL BY STEEL STAIR MFGR. CHUCK SCHAEFER 5.11 STEEL HANDRAIL SUPPORT 337 MAIN STREET 5.12 STEEL BALUSTERS BEECH GROVE, IN 46107 WOOD AND PLASTICS (317) 822.0204 6.1 2x6 WOOD FRAMING (317) 822.0206 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 6.7 2x4 FRAMING 212 W. 10TH ST., SUITE D395 6.8 5/4x8 CEDAR INDIANAPOLIS, IN 46202 6.9 6X6 CEDAR POST (317) 632.4444 6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL (317) 632.4960 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 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 0 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 45' W N 6.33 2x CEDAR POST WRAP LU Z W C1 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 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 W 7.11 AIR INFILTRATION BARRIER A� 7.12 SEALANT W W 7.13 THROUGH WALL FLASHING WITH WEEPS 7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL W 0 L Uj 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED a 7.16 FELT PAPER 7.17 ASPHALT SHINGLES 7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE LA 7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS 7.20 BASE TIE -IN PER ROOFING MFGR. RECOMMENDATIONS ad 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 \ \0QGE,,,,,,DRF/�,'''�'�,,� DOORS AND WINDOWS No FRFa• >, s!�' 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE = __' AR- 19400087 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM - p rn = 8.3 PREFINISHED ALUMINUM CLAD WINDOW =* STATE OF 8.4 HOLLOW METAL DOOR FRAME 8.5 SOLID CORE WOOD DOOR 8.6 5" x 8" ALUMINUM VENT ''o'9R " 8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE '',�tCHIIIiTt,E\\��o� FINISHES 9.1 5/8" TYPE "X" GYPSUM WALLBOARD 1 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 wA�� SECTIONS 15.1 CONDENSING UNIT- REF: MECH 15.2 MECHANICAL DIFFUSER SCALE AS NOTED 15.3 MECHANICAL EQUIPMENT- REF: MEP ELECTRICAL 16.1 LIGHT FIXTURE- REF: ELEC 16.2 ELECTRICAL PANEL- REF: ELEC AA 12 EXTERIOR IMPROVEMENTS O 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE E - AMETCO METRO GATE OR SIMILAR. N 1 - d ° d II D II p o II D a_ o 8.1 3.2 11. aln ►: mIt"1W. I 07 P. HAND 7.1) BEYOND 8.3 03 SIM., OPP. 4.1 HAND 1 ., ►Mwe� -1 MM - • • H1 1 31101111111 ►� a 7.2 7.8 BEYOND 1. Fria �- 6.7 6.2 5.1 � 8.2 8.1 d - d ° Q ^ ° 01 SECTION SCALE: 3/A"=1'-0" a ° T/TRUSS BEARING 24'-6" B /FIN. CEILING 22' -0" \T/WIN DOW R.O. 22' -0" B /CAST STONE 14' -5 1/4' B /CAST STONE 14' -0" T /FIN. SECOND FLOOR. 13' -0" T/SLAB 0. -0. 618 East Market Street I Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a xi s a r c h. c a m KIT OF PARTS: Scope Drawings Them drawings indicate the general scope of SITE WORK the project in terms ofarchitsdural design concept, the dimensions of the building, 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. the major arohkoctural elements and the type of structural, mechanical and ohdricd 2.2 DOWNSPOUT BOOT - REF: CIVIL DRAWINGS. systems. The drawings do nornecessa* CONCRETE indicate or describe all work required for full performance and completion of the 3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS requirements ofthe contract On the basis 3.2 CAST -IN -PLACE FOOTING - REF. STRUCT of thedecontrcopeindkatedord#items the hods contractors shall fumith all 'Hems 3.3 1 114" CEMENTITIOUS FLOORING UNDERLAYMENT required for the proper execution and 3.4 EXPANSION MATERIAL completion ofthe wark 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. DRAWN by b i MASONRY CHECKED by KO 4.1 BRICK VENEER 4.2 CAST STONE BAND DATE issued 130CT.2006 4.3 CAST STONE SILL REVISIONS 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 4.10 BRICKVENEER - PROJECTEVERYTHIRDCOURSE 1/2" THE SCHNEIDER CORP. 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 METALS 8901 OTIS AVENUE INDIANAPOLIS, IN 46216 5.1 PREFINISHED COMPOSITE METAL PANEL 8 26 -7100 7100 - 5.2 STEEL COLUMN, REF. STRUCTURAL (317) 8 5.3 SIMPSON CPS6 COLUMN STANDOFF BASE (317) 8267200 5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS 5.5 STEEL BEAM, REF. STRUCTURAL 5.6 STEEL ANGLE, REF. STRUCTURAL STRUCTURAL DESIGN, 5.7 STEEL COLUMN, REF. STRUCTURAL INC. 5.8 CONCRETE FILLED METAL PAN STAIR 5.9 STEEL STAIR FRAME BY STAIR MFGR. 5.10 HANDRAIL BY STEEL STAIR MFGR. CHUCK SCHAEFER 5.11 STEEL HANDRAIL SUPPORT 337 MAIN STREET 5.12 STEEL BALUSTERS BEECH GROVE, IN 46107 WOOD AND PLASTICS (317) 822.0204 6.1 2x6 WOOD FRAMING (317) 822.0206 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 6.7 2x4 FRAMING 212 W. 10TH ST., SUITE D395 6.8 5/4x8 CEDAR INDIANAPOLIS, IN 46202 6.9 6X6 CEDAR POST (317) 632.4444 6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL (317) 632.4960 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 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 0 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 45' W N 6.33 2x CEDAR POST WRAP LU Z W C1 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 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 W 7.11 AIR INFILTRATION BARRIER A� 7.12 SEALANT W W 7.13 THROUGH WALL FLASHING WITH WEEPS 7.14 CEMENTITIOUS TRIM BOARD - 1 x 4 NOMINAL W 0 L Uj 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED a 7.16 FELT PAPER 7.17 ASPHALT SHINGLES 7.18 FULLY ADHEARED RUBBER ROOFING MEMBRANE LA 7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS 7.20 BASE TIE -IN PER ROOFING MFGR. RECOMMENDATIONS ad 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 \ \0QGE,,,,,,DRF/�,'''�'�,,� DOORS AND WINDOWS No FRFa• >, s!�' 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED - REF: DOOR SCHEDULE = __' AR- 19400087 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM - p rn = 8.3 PREFINISHED ALUMINUM CLAD WINDOW =* STATE OF 8.4 HOLLOW METAL DOOR FRAME 8.5 SOLID CORE WOOD DOOR 8.6 5" x 8" ALUMINUM VENT ''o'9R " 8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE '',�tCHIIIiTt,E\\��o� FINISHES 9.1 5/8" TYPE "X" GYPSUM WALLBOARD 1 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 wA�� SECTIONS 15.1 CONDENSING UNIT- REF: MECH 15.2 MECHANICAL DIFFUSER SCALE AS NOTED 15.3 MECHANICAL EQUIPMENT- REF: MEP ELECTRICAL 16.1 LIGHT FIXTURE- REF: ELEC 16.2 ELECTRICAL PANEL- REF: ELEC AA 12 EXTERIOR IMPROVEMENTS O 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE E - AMETCO METRO GATE OR SIMILAR. N