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Home My WebLink AboutUntitled (19) Q.8PLAN SEE COMP SLAB CFS CLIP w/VERT SLOTS CFS FRAMING BEAM 1" CLR T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 N.1 T/SLAB +16' -8" COMP SLAB COMP SLAB BEAM BEAM S404 14 S404 14 L5x3x1/4xCONT T/STL +12' -8" T/STL +12' -3" T/STL +16' -3" EOS SEE PLAN L5x3x1/4xCONT EOS SEE PLAN N.1 COMP SLAB BEAM MASONRY WALL (MW) (3) #3 @THRESHOLD w/180° STD HOOK T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) 8" BOND BM w/(2) #5 CONT CONC SILL SEE PLAN 1' -6" MASONRY WALL (MW) COMP SLAB BEAM (3) #3 @THRESHOLD w/180° STD HOOK T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) SEE PLAN SILL ANGLE L6x6x1/2 COORD w/ELEVATOR SUPPLIER BLOCKOUT AS REQ'D BY ELEVATOR CONTRACTOR 8" BOND BM w/(2) #5 CONT CONC SILL 1' -6" BEAM COMP SLAB EOS SEE PLAN 1" CLR CFS CLIP w/VERT SLOTS CFS FRAMING T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 F.08 COMP SLAB BEAM STAIR OPNGS404 14 EOS SEE PLAN STAIR SUPPORT BY OTHERS CFS FRAMING CFS FRAMING w/TOP DEFLECTION TRACK 18 18.1 2' -0 1/4" COMP SLAB BEAM EOD SEE PLAN 1" CLR CFS CLIP w/VERT SLOTS CFS FRAMING BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 #3 @1'-0" OC w/180° STD HOOK 1'-6" COMP SLAB BEAM MASONRY WALL (MW) SEE PLAN T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) PL 3/8"x x CONT w/5" 1/2" Ø x 6" HS @3'-0" OC 3/16 2-12 3/8"Ø HILTI HLC @EA GROUTED CELL 18 COMP SLABJOIST w/TCX BEAM CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING T/STL +29' -4" S404 14 1/2" EXP JT MAT'L PL 3/8"x 5" x CONT 4 1/2" PL 3/8"x 3" x CONT 3 1/2" SLOPE 1/2" 3 1/2" EOS -SEE PLAN EOS -SEE PLAN #3 @1'-0" OC w/POST 180° STD HOOK 1'-6" 18 COMP SLABBEAM T/SLAB +30' -2" CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING CHANNEL SEE PLAN EOS T/STL +29' -4" S404 14 5" L6x4x3/8xCONT (LLH) L3x3x1/4x0'-6" w/(4) 3/4"Ø BOLTS #3 @1'-0" OC w/180° STD HOOK 1' -6" E.5 COMP SLAB BEAM #3 @1'-0" w/180° STD HOOK T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) CFS FRAMING 8" SEE PLAN EOS S404 THEATER COMP SLAB 14 AND FRAMING 1'-6" E.5 COMP SLAB BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 SEE PLAN EOS CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING #3 @1'-0" w/180° STD HOOK 1' -6" 18 DECK DECK CFS CLIP w/VERT SLOTS CFS FRAMING JOIST T/STL +(SEE PLAN) BEAM T/PARAPET +(SEE ARCH) EOD SEE PLAN 1" CLR S404 14 18 SEE PLAN EOS 1" CLR COMP SLAB JOIST CFS FRAMING BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 CFS CLIP w/VERT SLOTS 18 SEE PLAN EOS COMP SLAB JOIST BEAM CFS FRAMING w/TOP DEFLECTION TRACK #3 @1'-0" OC w/CFS FRAMING 180° STD HOOK L6x4x3/8xCONT (LLH) T/SLAB +30' -2" T/STL +29' -4" 5" S404 14 1'-6" Q.8PLAN SEE T/PARAPET +(SEE ARCH) T/STL +(SLOPES) CFS CLIP w/VERT SLOTS CFS FRAMING BEAM DECK S404 14 Q.8 BEAM COMP SLAB SEE PLAN EOS #3 @1'-0" OC w/180° STD HOOK L3x3x1/4 @3'-0" OC CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING L6x4x3/8xCONT (LLH) T/STL +29' -9" T/SLAB +30' -2" 1' -6" S404 14 18 EOD SEE PLAN 1" CLR DECK CFS CLIP w/VERT SLOTS CFS FRAMING BEAM T/STL +(SEE PLAN) BEAM T/PARAPET JOIST SUBSTITUTE +(SEE ARCH) ADJ TO BEAM 2x CANT LENGTH S404 14 18.1 COMP SLAB BEAM #3 @1'-0" OC w/180° STD HOOK CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING SEE PLAN EOS L3x3x1/4 @3'-0" OC S404 14 T/SLAB +29' -9" T/SLAB +30' -2" L6x4x3/8xCONT (LLH) 1' -6" 16 DECK JOIST CMU WALL (MW) BEAM S404 8 S404 16 15.1 DECK CFS CLIP w/VERT SLOTS CFS FRAMING JOIST BEAMS404 14 SEE PLAN EOD T/STL +56' -6 1/2" 15.1 COMP SLAB JOIST BEAM CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING S404 14 EOS SEE PLAN T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) 15.1 COMP SLAB JOIST BEAM CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING S404 14EOS SEE PLAN L6x4x3/8xCONT (LLH) T/STL +29' -4" T/SLAB +30' -2" 5" 18 DECK CFS CLIP w/VERT SLOTS CFS FRAMING JOIST w/TCX T/STL +(SEE PLAN) BEAM T/PARAPET +(SEE ARCH) SEE PLAN 1" CLR 18 COMP SLAB JOIST w/TCX BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) #3 @1'-0" OC w/180° STD HOOK CFS FRAMING S404 14 SEE PLAN 1' -6" EOS CFS CLIP w/VERT SLOTS 18 COMP SLAB BEAM CFS FRAMING w/TOP DEFLECTION TRACK #3 @1'-0" OC w/CFS FRAMING 180° STD HOOK JOIST w/TCX S404 14 EOS SEE PLAN T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) 5" 1' -6" 18 COMP SLAB JOIST w/TCX BEAM T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) #3 @1'-0" OC w/180° STD HOOK 1' -6" 6" 1/2" EXP JT MAT'L PL 3/8"x 5" x CONT 4 1/2" PL 3/8"x 3" x CONT 3 1/2" SLOPE 4 1/2" CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING S404 14 SEE PLAN EOS CHANNEL (BEYOND) EXTEND INTO BLDG 2x CANT LENGTH 3 1/2" 1 1/2" 2" MC10x25 (TYP 3 SIDES OF OVERHANG) 3/16 15.1 15T/STL +(SEE PLAN) CFS FRAMING CFS CLIP w/VERT SLOTS BEAM 1' -5 1/2" F.08 DECK L3x3x1/4 KICKER @3'-0" OC CFS FRAMING JOIST JOIST North Parcel 7-C Keyplan 7C-1 7C-2 7C-3 McCOMAS E N G I N E E R I N G STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax MEI29020 Sheet Number: Sheet Title: Print Date: Last Revision Date: Drawn By: Sheet Issue Date: Checked By: THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. COPYRIGHT & OWNERSHIP OF DOCUMENTS VILLAGE ON THE GREEN -PARCEL 7C-2 OFFICE BUILDING & BLACK BOX THEATER Carmel, IN, 46032 Project Number: Project: Engineer: Architect: PEDCOR DESIGN GROUP 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 9/14/09 LKM,njh, KLS 9/15/09 JAF BID SET No.1 SHELL & CORE Architecture /Project Management Owner: SECTIONS AND DETAILS S407 SCALE: 3/4" = 1'-0" S407 SECTION 2 SCALE: 3/4" = 1'-0" S407 SECTION 18 SCALE: 3/4" = 1'-0" S407 TYP SECTION @STAIR DOOR 19 SCALE: 3/4" = 1'-0" S407 TYP SECTION @ELEVATOR DOOR 20 SCALE: 3/4" = 1'-0" S407 SECTION 7 SCALE: 3/4" = 1'-0" S407 SECTION 21 SCALE: 3/4" = 1'-0" S407 SECTION 11 SCALE: 3/4" = 1'-0" S407 TYP SECTION @CMU WALL 17 SCALE: 3/4" = 1'-0" S407 SECTION 6 SCALE: 3/4" = 1'-0" S407 SECTION 12 SCALE: 3/4" = 1'-0" S407 SECTION 15 SCALE: 3/4" = 1'-0" S407 SECTION 16 SCALE: 3/4" = 1'-0" S407 SECTION 8 SCALE: 3/4" = 1'-0" S407 SECTION 9 SCALE: 3/4" = 1'-0" S407 SECTION 10 SCALE: 3/4" = 1'-0" S407 SECTION 1 SCALE: 3/4" = 1'-0" S407 SECTION 3 SCALE: 3/4" = 1'-0" S407 SECTION 13 SCALE: 3/4" = 1'-0" S407 SECTION 14 SCALE: 3/4" = 1'-0" S407 SECTION 23 SCALE: 3/4" = 1'-0" S407 SECTION 24 SCALE: 3/4" = 1'-0" S407 SECTION 25 SCALE: 3/4" = 1'-0" S407 SECTION 26 SCALE: 3/4" = 1'-0" S407 SECTION 4 SCALE: 3/4" = 1'-0" S407 SECTION 28 SCALE: 3/4" = 1'-0" S407 SECTION 27 SCALE: 3/4" = 1'-0" S407 SECTION 5 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c SCALE: 3/4" = 1'-0" S407 SECTION 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SCALE: 3/4" = 1'-0" S407 SECTION 29 No. Date Description 2 10-09-09 ADDENDUM #2