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Home My WebLink AboutA3.2 Plans pg. 2 Elevationsr-- --fir- T/EAVE +32' -4" A.F.F. JOIST BEARING +31'-2-1/2" A.F.F. 4S SECOND FLOOR +16'-8" A.F.F. JOIST BEARING 1 5 1 1 5 1 1 T /SLAB 0' -0" T /EAVE +37-2-1/2" A.F F. TRUSS BEARING +36' -8" A.F.F. clip JOIST BEARING +31' -2 -1 /2" A.F.F. 4i SECOND FLOOR +16' -8" A.F.F. JOIST BEARING +15'-11" A.F.F. T /SLAB 0' -0" T /EAVE 32' -4" A.F.F. JOIST \TRUSS BEARING +3V-2-1/2" A.F.F. SECOND FLOOR +16-8" A.F.F. JOIST BEARING B /SOFFIT +12' -8" A.F.F. T /SLAB 0' -0" SCALE: 1 /8" 1' -0" 7.14 02 EXTERIOR ELEVATION O 2.1 11111 11111111111111111111111111111111111 111111 111111111111111111111 11111111111111111 1111111111111 111111III1N1111111111111 1111111111111 111111111111111 11111111111 111111 u11J1u1u1ullu u1111111ullilu1u1 .11111 /E■ EI 1J I 111illlillll�lll 11111_1ll l �1111J min C�T►7 E'EN 11111111 I111111111111II1111111111111111111111111111111 IIIIII1111111111111111111I1111111I111111111IIIIIIIIIIIIIII 111111111111111111I11111111I11111 1111111111111 11111111111101 iI 11111111 111111111111111111 111111111111111111111111111 1 1111,1111, 111111111111111111111111 1 111111111 I J I I I I I I 1 11111111111111 +36' -8" A.F.F. T /EAVE SECOND FLOOR +16 -8 A.F.F. SCALE: 1 /8" 1 -0" T /EAVE +37-2-1/2" JOIST \TRUSS BEARING 32' -4" A.F.F. JOIST\TRUSS BEARING +31' -2 -1 /2" A.F.F. JOIST BEARING +15'- 11 "A.F.F. T /SLAB 0' -0" 01 EXTERIOR ELEVATION MASONRY CONTROL JOINTS TO BE LOCATED AT THE FOLLOWING LOCATIONS: ALL CORNERS, VERTICAL JOINTS A MAXIUM OF 20' -0" APART, AT ALL OFFSETS, INTERSECTIONS, AND RETURNS, AT ONE SIDE OF EVERY OPENING LESS THAN 6' -0" AND BOTH SIDES OF OPENINGS GREATER THAN 6' -0" AND AGAINST ALL DISSIMILAR MATERIALS. 61 8 East Market Street Indianapolis, Indiana 46202 ph 317/264.8162 fx 317/264.8165 a x i s a r c h c o m KIT OF PARTS: SITE WORK 2.1 FINISHED GRADE REF: CIVIL DRAWINGS. CONCRETE 3.1 CONCRETE SLAB REF. STRUCTURAL DRAWINGS 3.2 CAST -IN -PLACE FOOTING REF. STRUCT 3.3 2" RIGID PERIMETER INSULATION REF. STRUCT 3.4 CAST -IN -PLACE FOUNDATION WALL REF. STRUCT 3.5 4" CAST STONE LINTEL (ROCK FACED) REF. STRUCT 3.6 5 -1 /4" COMPOSITE CONCRETE SLAB REF. STRUCT. 3.7 PRECAST CONCRETE PLAQUE REF DETAIL 03/A3.1 3.8 4" CAST STONE HEAD (ROCK FACED) 3.9 EXISTING CMU CONCRETE FOUNDATION 3.10 CAST STONE SILL MASONRY 4.1 8" BULLNOSE NORMAL WEIGHT CONCRETE MASONRY UNIT 4.2 8" NORMAL WEIGHT CONCRETE MASONRY UNIT 4.3 MASONRY CONTROL JOINT. COORD. ALL LOCATIONS WITH MASONRY MFGR. REQUIREMENTS 4.4 FACE BRICK 'A' SEE SPECIFICATIONS 4.5 FACE BRICK "B" SEE SPECIFICATIONS 4.6 MORTAR DROPPING CONTROL DEVICE 4.7 MASONRY WALL TIE AS REQUIRED BY SPECIFICATION AND MASONRY SUPPLIER REQ'D DETAIL 4.8 GROUT SOLID TO FOOTING BELOW 4.9 BOND BEAM SEE STRUCTURAL 4.10 EXISTING MASONRY CONSTRUCTION FIELD VERIFY ALL CONDITIONS 4.1 1 LADDER TYPE GALVANIZED MASONRY WALL TIE METALS 5.1 8" EXTERIOR LOAD BEARING METAL STUD FRAMING 5.2 7/8" METAL FURRING CHANNELS 5.3 PREFINISHED METAL COPING 5.4 PREFINISHED .050" METAL SILL SEE DETAIL 12/A4.21 5.5 STEEL COLUMN REF. STRUCT 5.6 3 -5/8" INTERIOR METAL STUD FRAMING 5.7 6" EXTERIOR LOAD BEARING METAL STUD FRAMING 5.8 STEEL BEAM REF. STRUCT 5.9 STEEL DECK REF. STRUCT 5.10 GALVANIZED STEEL LINTEL- REF. STRUCT 5.1 1 STEEL JOIST REF. STRUCT 5.12 STEEL ANGLE SEE STRUCTURAL 5.13 GALVANIZED STEEL CHANNEL 5.14 SUSPENDED CHANNEL FRAMING 5.15 STEEL TUBE SEE STRUCTURAL 5.16 PRE FINISHED METAL TRIM 5.17 6" INTERIOR FRAMING 5.18 PERFORATED PRE FINISHED METAL PANEL 5.19 PRE FINISHED b" METAL GUTTER 5.20 PRE FINISHED 5" METAL DOWNSPOUT 5.21 METAL STUD RUNNER TRACK 5.22 METAL STUD DEFLECTION TRACK OR SILIP TYPE JOINT 5.23 PRE MANUFACTURED METAL PAN STAIR AND RAIL SYSTEM 5.24 2 -1/2" METAL STUD FRAMING 5.25 PRE ENGINEERED LIGHT GAGE METAL TRUSS. REF STRUCTURAL 5.26 STEEL PLATE. REF. STRUCTURAL 5.27 STEEL X- BRACING. REF STRUCTURAL 5.28 SHARON DROP -IN STAIR SYSTEM WOOD AND PLASTICS 6.1 5/8 "EXTERIOR GRADE PLYWOOD SHEATHING 6.2 2X12 TREATED WOOD STUD 6.3 TREATED WOOD BLOCKING AS REQUIRED 6.4 NOT USED 6.5 NOT USED 6.6 NOT USED 6.7 NOT USED 6.8 NOT USED 6.9 NOT USED 6.10 NOT USED THERMAL AND MOISTURE PROTECTION 7.1 NOT USED 7.2 4" POLYISOCYANURATE BOARD INSULATION 7.3 1/4" DENS -DECK PROTECTION BOARD 7.4 FULLY ADHERED TPO ROOF MEMBRANE WHITE 7.5 BATT INSULATION FILL ENTIRE CAVITY 7.6 6 ACOUSTICAL INSULATION FILL ENTIRE CAVITY 7.7 5/8" GLASS MAT WATER RESISTANT GYPSUM BOARD 7.8 THRU -WALL FLASHING W/ WEEPS 7.9 VAPOR RETARDER 7.10 AIR INFILTRATION BARRIER 7.1 1 FLASHING AND COUNTER FLASHING 7.12 ROOFING MFGR. REQUIRED BASE -TIE IN AND PARPAET DETAILS 7.13 METAL FLASHING PER MFGR REQUIRED DETAIL 7.14 ASPHALT SHINGLES 7.15 PRE FINISHED RIDGE. 'r`EN 7.16 CEMENTITIOUS BOARD (COLOR TO BE SELECTED BY ARCHITECT) 7.17 BACKER ROD AND SEALANT 7.18 5/8" GLASS MATT WATER RESISTANT GYPSUM BOARD W /FINISH SYSTEM 7.19 PRE FINISHED VENTILATED RIDGE CAP. DOORS AND WINDOWS 8.1 ALUMINUM ENTRANCE DOOR 8.2 PREFINISHED THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 8.3 FACTORY FINISHED HOLLOW METAL DOOR AND FRAME 8.4 SECTIONAL DOOR OVERHEAD DOOR 8.5 NOT USED 8.6 1" LOW -E INSULATED GLAZING (CLEAR) 8.7 PRE- FINISHED FLUSH WOOD DOOR 8.8 SLIDING ALUMINUM ENTRANCE DOOR AND OPERATOR FINISHES 9.1 5/8" GYPSUM WALLBOARD, TYPE "X" FOR RATED ASSEMBLIES 9.2 CARPET 9.3 ACOUSTICAL CEILING TILE 9.4 CERAMIC TILE 9.5 3 STRAIGHT VINYL BASE 9.6 GYPSUM BOARD BULKHEAD 9.7 VCT TILE 9.8 RECESSED WALK OFF CARPET 9.9 FINISH CEILING BY TENANT 910 J -MOULD SPECIALTIES 10.1 PREFINISHED METAL TOILET COMPARTMENT 10.2 TOILET PAPER HOLDER 10.3 WASTE RECEPTACLE 10.4 PAPER TOWEL DISPENSER 10.5 MIRROR 10.6 COAT HOOK 10.7 FABRIC AWNING 10.8 TENANT SIGNAGE COORD. ELEC REQUIREMENTS 10.9 RECESSED MAILBOXES. DOUBLE TIERED 7 UNITS PER TIER. REF 03/A4.21 CONVEYING SYSTEMS 14.1 HYDRAULIC HOLESS ELEVATOR MECHANICAL 15.1 CONDENSING UNIT REF: MECH 15.2 MECHANICAL DIFFUSER 15.3 MECHANICAL EQUIPMENT REF: MEP 15.4 ELEVATOR PIT SUMP PUMP TIED DRAINED TO OIL SEPERATOR AND SEWER ELECTRICAL 16.1 LIGHT FIXTURE REF: ELEC 16.2 ELECTRICAL PANEL REF: ELEC 16.3 ELECTRICAL. RADIANT HEAT UNIT SEE ELEC DRAWINGS 16.4 EXTERIOR SIGNAGE UPLIGHTS SEE ELEC DRAWINGS GENERAL ELEVATION NOTES: 1. ALL ELEVATIONS ARE MEASURED FROM THE FIRST LEVEL TOP OF SLAB (T /SLAB +0' -0 REF CIVIL DRAWINGS FOR EQUIVALENT USGS ELEVATION. 2. BRICK TYPE "A" SHALL BE NOMINAL SIZE 4X 2- Y3 X 8 NOMINAL. 13. BRICK TYPE "B" SHALL BE NOMINAL SIZE 4X2 Y3X8 NOMINAL. 4. ALL BRICK SHALL BE LAID IN Y3 RUNNING BOND UNLESS NOTED OTHERWISE, W /MASONRY UNITS CUT AS REQUIRED I TO MAINTAIN BOND PATTERN BETWEEN ADJACENT COURSES. 5. MORTAR JOINTS FINISHED (TOOLED) CONCAVE, UNLESS NOTED OTHERWISE. 3044kop.dwg Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors s! all furnish all items required for the proper execution and completion of the work. DRAWN by CHECKED by DATE issued REVISIONS SHEET NUMBER A3.2 BCS DDW 08 NC STRUCTURAL DE INCORPOR) CHARLES SCHAEF 337 MAIN STREET S BEECH G ROVE /IN 317.822X 317.822.( 111111•11111• St F�F p, q- AR- 19400087 STATE OF i'ttiit111t1 0 ALEXANDER BL E` ELEV, 1,