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HomeMy WebLinkAbout06110089.26618 East Market Street A• Indianapolis, Indiana 46202 A ph 317/264.8162 fx 317/264.8165 I 7.18 7.23 6.2 7.18 7.12 4.1 5.10 62 a x i s a r c h c a m 7.13 7'10 7,32 - - - - - - - - KIT OF PARTS: Scope Drowings 5.9 the r jest in9tesrmsarchitectural de ne of SITE WORK concept, the dimensions of the building, 5.6 i 5.1 3.3 2.1 FINISHED GRADE -REF: CIVIL DRAWINGS. the major archiiectural elements and the 2.2 DOWNSPOUT BOOT - REF: CIVIL DRAWINGS. typeos Thedrawingsonlnolandelarily 6.2 sysroms. The drawings do not necessarily CONCRETE indicate or describe all wwk required far 20 full performance and completion of the 6'20 3.1 CONCRETE SLAB - REF. STRUCTURAL DRAWINGS requirementsoftheconead Onthebasis 3.2 CAST -IN -PLACE FOOTING- REF. STRUCT ofthegeneralscopeindicatedordescribed, 5.5 5.5 6.7 c., the trade contractors shall furnish au items - J - 3.3 1 1/4" CEMENTITIOUS FLOORING UNDERLAYMENT required for the proper exewNonand M 3.4 EXPANSION MATERIAL completion ofthewodc 5.5 7.18 6.3 L 6 21 3.5 COMPACTED GRANULAR FILL- REF. STRUCT. DRAWN by b 11 - MASONRY 8.2 9.2 4.1 BRICK VENEER CHECKED by KO 7.23 4.2 CAST STONE BAND DATE issued 13 OCT. 2006 6.3 4.3 CAST STONE SILL REVISIONS 4.4 CAST STONE CAP 6 1/2" 6 7 9 1 4.6 BRICK SOLDIER COURSE HEADER 7.12 6.2 5.1 5.6 4.7 MASONRYTIE 4.8 8" CMU 4.9 12" CMU -GROUT SOLID -REF. STRUCTURAL 15 DETAIL 14 DETAIL 13 DETAIL 12 DETAIL 4.10 BRICK VENEER - PROJECT EVERY THIRD COURSE 1/2" THE SCHNEIDER CORP- A.1 1 BRICK STACK BOND VENEER - SCALE: 1 1/2"=P-0" - A. BRICK VENEER BAND PROJECT 1/2 4.13 VERTICAL EXPANSION JOINT SEALANT & BACKER SCALE: 1 1 /2 " =1'-0" SCALE: 1 1 /2 " -1' -0" SCALE: 1 1/2"=P-0" C ER ROD ASHTON FRITZ METALS 8901 OTIS AVENUE 5.1 PREFINISHED COMPOSITE METAL PANEL INDIANAPOLIS, IN 46216 M 5.2 STEEL COLUMN, REF. STRUCTURAL (317) 826 -7100 � - - - - _ _ _ 5.3 SIMPSON CPS6 COLUMN STANDOFF BASE (317) 826 -7200 I. 7.10 6.2 6.1 7.16 7.17 7.3 7.7 5.4 1 1/2" MTL. ROOF DECK - REFERENCE S- SERIES DRAWINGS rill 5.5 STEEL BEAM, REF. STRUCTURAL 732 Q 5.6 STEEL ANGLE, REF.STRUCTURAL STRUCTURAL DESIGN, 5.7 STEEL COLUMN, REF. STRUCTURAL INC. 6.3 7.23 7.18 7.20 5.8 CONCRETE FILLED METAL PAN STAIR 5.9 STEEL STAIR FRAME BY STAIR MFGR. 5.6 5.10 HANDRAIL BY STEEL STAIR MFGR. CHUCK SCHAEFER 5.11 STEEL HANDRAIL SUPPORT 337 MAIN STREET 7.10 5.12 STEEL BALUSTERS 7.3 6 2 7.10 BEECH GROVE, IN 46107 _ _ _ _ _ _ = 6 14 WOOD AND PLASTICS (317) 822.0204 6.14 7.15 4.7 CN I 6.1 2x6 WOOD FRAMING (317) 822.0206 7.10 6.2 5/8" PLYWOOD SHEATHING - REF. S- SERIES DRAWINGS 7.12 - � 6.16 7.11 I 6.4 BLOCKING VECTOR CONSULTING F. 6.5 1 x WOOD TRIM 4 5.1 7.8 6.3 6.6 WOOD WINDOW CASING 212 W. 10TH ST., UITE D-3195 9.4 6.7 2x4 FRAMING F�: 6.8 5/4x8 CEDAR INDIANAPOLIS, IN 46202 6 2 6.17 - J 6,17 7.6 7.13 6.9 6X6 CEDAR POST (317) 632.4444 I 6.10 PRE - ENGINEERED WOOD TRUSS- REF. STRUCTURAL (317) 632.4960 7.11 6.11 PRE - ENGINEERED WOOD FLOORJOIST -REF. STRUCTURAL 6.12 3/4" WOOD SUBFLOOR- REF. STRUCTURAL I I 6.13 BRIDGING, REF. STRUCTURAL 6.14 2x8 WOOD FRAMING - - - - -- - -- - 6.15 WOOD WINDOW JAMB EXTENSION 6 1/2" 6.16 WOOD SHIM AS REQUIRED 6.17 HEADER 5.1 6.2 6.7 6.14 1 1 DETAIL 10 DETAIL 0 DETAIL 6.18 2x10CEDAR 9 6.19 2x6 CEDAR SCALE: 1 1/2"=P-01' 6.20 2x WOOD FRAMING EXTENDED FOR CANOPY- REF. STRUCTURAL SCALE: 1 1/2"=P-0" SCALE: 1 1/2"=V-0" 6.21 2 LAYERS PLYWOOD, BEND AROUND CANOPY RADIUS 6.22 3/4" PLYWOOD STAIR TREAD SUPPORT 6.23 2x WOOD TREAD 0 6.24 3/4" OAK TREAD 6.25 2x12 OAK STRINGER 6.26 1 x OAK WALL CAP 0 0 6.27 OAK HANDRAIL 7.15 6.7 6.28 2x4 OAK RAIL SUPPORT 6.2 6.29 2x OAK HANDRAIL 6.30 4x4 OAK POST 7.1 1 7.10 6.2 6.31 CEDAR FILLER � 7.10 6.32 CEDAR CAP - SLOPE 45" W 6 1 6.33 2x CEDAR POST WRAP W C4 4.1 6.16 7.1 1 6.34 2x12 WOOD TREADS AND STRINGERS Uj Z w/ M 777 6.14 6.35 2x PRESSURE TREATED WOOD BLOCKING ii O 7.13 7 1 1 7.6 6.36 5/8" P.T. PLYWOOD STOP TO 3" ABOVE SUBFLOOR ,o THERMAL AND MOISTURE PROTECTION Ce 4.5 O 7.8 9.1 7.30 6.16 7.1 PREFINISHED ALUMINUM DOWNSPOUT 6.1 7.2 PREFINISHED ALUMINUM GUTTER 7.8 7.15 6.7 :3 7.3 PREFINISHED ALUMINUM DRIP EDGE 6.17 � 7.14 7.4 ASPHALT SHINGLES o � 6.16 7.10 7.5 CEMENTITIOUS TRIM BOARD 12 7.6 PREFINISHED CEMENTITIOUS LAP SIDING 7.7 CEMENTITIOUS FASCIA BOARD- PAINTED r 7.8 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x NOMINAL, RIP TO SIZE v 7.27 7.30 ��I' i K8.3-- 7.6 7.9 PREFINISHED CEMENTITIOUS TRIM BOARD- 1 x 2 NOMINAL 7.10 BATT INSULATION -WALLS TO BE R13, CEILINGS TO BE R30 W \ 7.1 1 AIR INFILTRATION BARRIER 7.12 SEALANT W s.3 W 7.5 1/2" 3/4° I 7.13 THROUGH WALL FLASHING WITH WEEPS 7.14 CEMENTITIOUS TRIM BOARD- 1 x 4 NOMINAL W W oo 7.15 CEMENTITIOUS VENTED SOFFIT PANEL- PAINTED 7.16 FELT PAPER K 08 DETAIL 07 DETAIL 06 DETAIL 7.17 ASPHALT SHINGLES s V 05 D ETAI L 7.18 FULLYADHEARED RUBBER ROOFING MEMBRANE Ln SCALE: 1 1/2" =1' -0" SCALE: 1 1/2"= 1' -0" 7.19 SPLICE SEAM AND TERMINATION BAR PER MFGR. RECOMMENDATIONS SCALE: 1 1/2"=I'-O" SCALE: 1 1/2"=1 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 0 7.28 PREFINISHED BREAKMETAL TRIM TO MATCH ADJACENT STOREFRONT CO 7.29 PVC DOWNSPOUT 7.30 FLASHING AND SEALANT 2 3/4" 8.3 WRAP MEMBRANE OVER ROOF 7.31 PAN FLASHING 1/2" 3/4n O EDGE UNDER SHINGLES -12" MIN. 7.17 7.16 7.22 6.2 7.32 COUNTERFLASHING ������``��jE DRF�''1i,, 7.12 % 6.2 DOORSANDWINDOWS �� ��- ISTfo,', . 8.1 ALUMINUM ENTRANCE DOOR PREFINISHED- REF: DOOR SCHEDULE a2; = = No. _ AR- 19400087 l 8.2 PREFINISHED ALUMINUM STOREFRONT GLAZING SYSTEM =m5 7.27 7.31 7.1 1 8.3 PREFINISHED ALUMINUM CLAD WINDOW * STATE OF *_ 8.4 HOLLOW METAL DOOR FRAME M - 7.3 7.6 8.5 SOLID CORE WOOD DOOR !h/p I ASP,.•' v 4.4 8.6 5" x 8" ALUMINUM VENT sit 7.5 7.12 8.7 HOLLOW METAL DOOR - REF. DOOR SCHEDULE 'Oj�� /unnn111100"`�� CD C14 6.2 7.10 7.30 FINISHES 0- z 6.17 � 8.6 9.1 5/8" TYPE "X" GYPSUM WALLBOARD . .B 4.4 9.2 DRYWALL "J" TRIM Cr 6.3 9.3 CEILING TRACK SUSPENSION WIRE M - 7.18 7.10 4 1 9.4 SUSPENDED DRYWALL CEILING TRACK 7.30 4 1 9.5 5/8" GYPSUM GREENBOARD r-r 8.3 6.2 6.10 9.6 SUSPENDED CEILING GRID AND TILE BEYOND MECHANICAL WALL SECTION 15.1 CONDENSING UNIT- REF: MECH DETAILS M rn 15.2 MECHANICAL DIFFUSER SCALE AS NOTED 15.3 MECHANICAL EQUIPMENT- REF: MEP ELECTRICAL �." 4 DETAIL 03 DETAIL 02 DETAIL 16.1 LIGHT FIXTURE- REF: ELEC CD 01 D ETAI L 16.2 ELECTRICAL PANEL- REF. ELEC =• o SCALE: 1 1/2"=P-011 - EXTERIORIMPROVEMENTS A4.145 / SCALE: 1 1 /2 " =1'-0" SCALE: 1 1 /2 " -1' -0" SCALE: 1 1 /2 -1 -0 0 10 32.1 EXTERIOR METAL GATE AND MOUNTING HARDWARE -AMETCO METRO GATE It OR SIMILAR. N