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Home My WebLink AboutUntitled (20) 18.1 COLUMN COMP SLAB BEAM 17.4 COMP SLAB #3 @1'-0" OC w/180° STD HOOK L3x3x1/4 @3'-0" OC 1' -6" EOS SEE PLAN S404 14 PL 3/8"x 5" x CONT w/4 1/2" 1/2" Ø x 4" HS @3'-0" OC PL 3/8"x 5" x CONT w/5" 1/2" Ø x 4" HS @3'-0" OC 1/2" EXP JT MAT'L SEE PLAN STOREFRONT -SEE ARCH 1/2" 4 1/2" SLOPE 3/16 TYP TYP EA END B/HANGER +(VARIES, SEE ARCH) HSS3x3x3/16 w/END CAPS (2) L3x3x3/16 SUPPORT FRAMES AT EACH STONE JOINT HANGER RODS SIZE AND LOCATIONS BY OTHERS HSS3x3x3/16 w/END CAPS PLATE 3/8"x6"x8" TYP @EA FRAME 3/16 TYP SLOPE SEE ARCH SEE ARCH 3/16 TYP H.7 T/SLAB +16' -0" T/STL +16' -3" T/STL +15' -7" L3x3x1/4xCONT COMP SLAB BEAM 3/16 2-12 T/SLAB +16' -0" T/SLAB +16' -8" UP COMP SLAB CHANNEL BEAM STIFF PLATE 3/8"xHALF DEPTH, EA SIDE OF BEAM ANGLE BRG @T/STL +15' -7" CMU WALL 15.1 15 COMP SLAB #3 @1'-0" OC w/180° STD HOOK CFS FRAMING w/TOP DEFLECTION TRACK SEE ARCH FOR EXP JT L3x3x1/4 @3'-0" OC S404 14 GARAGE PC DBL TEE AND PC PANEL 1' -2 1/2" 3" EXP JT 1' -6"G.4 T/STL +16' -3" SEE PLAN EOS T/SLAB +16' -8" T/SLAB +16' -0" COMP SLAB COMP SLAB (RAMP) BEAM L3x3x1/4xCONT S404 14 3/16 2-12 15.1 15 COMP SLAB BEAM #3 @1'-0" OC w/180° STD HOOK CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING L3x3x1/4 @3'-0" OC SEE PLAN EOS 1' -5 1/2" S404 14 T/SLAB +30' -2" T/STL +29' -9" GARAGE PC PANEL 1' -6" BEAM BEAM COMP SLAB CHANNEL T/STL +43' -3" T/SLAB +43' -8" 1/2" 17.4 PL 3/8"x 5" x CONT 4 1/2" PL 3/8"x 5" x CONT w/5" 1/2" Ø x 6" HS @3'-0" OC 1/2" EXP JT MAT'L STOREFRONT -SEE ARCH SLOPE PL 3/8"x 3" x CONT 3 1/2" 3 1/2" L8x4x7/16x0'-8" EA SIDE PL 1/2"x3"x1'-6" 3/16 TYP EOS SEE PLAN S404 14 SIM EOS SEE PLAN S404 14 POST -SEE ARCH #3 @1'-0" OC w/180° STD HOOK Q.5 Q.8 DECK BEAM SEE PLAN EOD EOD SEE PLAN DECK SEE PLAN EOD CFS FRAMING CFS CLIP BEAM L3x3x1/4 @3'-0" OC S404 14 S404 14 S404 14 T/STL +(SEE PLAN) Q.5 Q.8 PL 3/8"x 5" x CONT 4 1/2" PL 3/8"x x CONT w/5" 1/2" Ø x 6" HS @3'-0" OC 1/2" EXP JT MAT'L SLOPE SEE PLAN EOS SEE PLAN EOS VENEER -SEE ARCH CFS FRAMING COLUMN BEAM COMP SLAB S404 14 1/2" SEE ARCH BEAM COLUMN T/SLAB +(SEE PLAN) T/STL +(SEE PLAN) S404 14 POSTS (TYP) SEE ARCH 17.5 17.9 DECK BEAM EOD SEE PLAN L3x3x1/4xCONT DECK T/STL +(SEE PLAN) BEAM L3x3x1/4 @3'-0" OC S404 14 PL 3/8"x x CONT 3" CFS FRAMING PL 3/8"x x CONT 3" SEE PLAN EOD S404 14 T/STL FLOOR 4 +42' -10" 17.5 17.9 COMP SLAB BEAM T/STL +(SEE PLAN) BEAM CFS FRAMING VENEER -SEE ARCH PL 3/8"x 5" x CONT 4 1/2" PL 3/8"x x CONT w/5" 1/2" Ø x 6" HS @3'-0" OC 1/2" EXP JT MAT'L SEE PLAN EOS S404 S404 14 14 T/SSLAB +(SEE PLAN) PL 3/8"x x CONT 3" SEE PLAN EOS 17.4 CFS FRAMING DECK CHANNEL, CENTER UNDER WALL JOIST 1/8 EA JOIST E.5 TRUSS BRG +64' -6" SEE ARCH TRUSS BEAM CFS FRAMING w/TOP DEFLECTION TRACK 6 SHEATHING 12 CFS CLIP w/VERT SLOTS CFS CLIP Q.5 Q.8 14 S408 L3x3x1/4 @3'-0" OC S404 14 VENEER -SEE ARCH CFS FRAMING CFS CLIP S404 14 S404 14 EOD -SEE PLAN SEE PLAN EOD DECK BEAM BEAM EOD -SEE PLAN BEAM T/STL +57' -9 1/2" 15.1 15.2 15.4 13 S408 S404 14 EOD -SEE PLAN (4) 3/4"Ø BOLTS, SHIM BETWEEN FLANGES AS REQ'D 3/8" HALF DEPTH STIFFENERS EACH SIDE OF WEB 3/16 2-12 3/8" HALF DEPTH STIFFENERS STIFFENERS EACH SIDE OF WEB (4) 3/4"Ø BOLTS SHIM BETWEEN FLANGES AS REQ'D L3x3x1/4 CONT CFS FRAMING CFS FRAMING T/STL +57' -9 1/2" CHANNEL BEAM BEAM COLUMN BEAM 3/8" HALF DEPTH STIFFENERS EACH SIDE OF WEB EOS SEE PLAN 18.1 T/STL +57' -11" TRUSS BRG +60' -4" CFS TRUSS CFS FRAMING BEAM DECK JOIST BEAM COLUMN T/PARAPET +(SEE SLOPES) CFS CLIP w/VERT SLOTS EOD SEE PLAN 1" CLR S404 14 CFS CLIP w/VERT SLOTS CFS BRIDGING/BLOCKING E.51" CLR EOS SEE PLAN T/SLAB +43' -3" T/SLAB +43' -8" S404 14 THEATER ROOF FRAMING CFS FRAMING CFS CLIP w/VERT SLOTS BEAM COMP SLAB G.4 G.8 3 S304 BEAM BEAM COMP SLAB COMP SLAB CMU WALL T/SLAB +16' -8" T/SLAB +(VARIES) CHANNEL BEAM CHANNEL L5x3x3/8 w/1/2"Øx6" HS @3'-0" OC w/3/8"Ø HILTI HLC @EA GROUTED CELL, ANGLE TO FOLLOW SLOPE OF RAMP T/STL +15' -7" EOS -SEE PLAN S404 14 SIM 15.1 T/STL +45' -6" T/STL +48' -2 3/8" HSS8x6x3/8 w/(2) L4x4x1/4x0'-6" T&B, EA END HSS12x8x3/8 w/(2) L4x4x1/4x0'-6" T&B, EA END (2) 1/2"Ø A36 RODS w/CLEVIS EA ENDPLATE 3/8"x4"x4" PLATE 3/8"x3"x7" w/1 1/2" R @EXPOSED EXPOSED END COLUMN CHANNEL CFS FRAMING INFILL SEE ARCH SHEATHING L3x3x1/4x0'-8" w/(2) 3/4"Ø BOLTS (4" C-C) BOLT HEAD VISIBLE FROM OUTSIDE FACE OF FRAME NOTE: ALL CANOPY FRAMING TO BE HOT DIP GALV AND FIELD PAINTED T=2k 3/16 TYP 18 18.1 COMP SLAB #3 @1'-0" OC w/180° STD HOOK CFS FRAMING w/TOP DEFLECTION TRACK CFS FRAMING S404 14 1' -6" SEE PLAN EOS SEE PLAN T/STL +15' -10" T/SLAB +16' -8" JOIST BEAM T/CONC +(SEE PLAN) T/STL +(SEE PLAN) PER STAIR SUPPLIER SPECS CONC FILL AFTER STAIR INSTALLATION COMP SLAB BEAM STAIR STRINGER ANGLE AS REQ'D BY STAIR SUPPLIER CL BEAM 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 S408 SCALE: 3/4" = 1'-0" S408 SECTION 7 SCALE: 3/4" = 1'-0" S408 SECTION 6 SCALE: 3/4" = 1'-0" S408 SECTION 3 SCALE: 3/4" = 1'-0" S408 SECTION 2 SCALE: 3/4" = 1'-0" S408 SECTION 4 SCALE: 3/4" = 1'-0" S408 SECTION 1 SCALE: 1" = 1'-0" S408 SECTION 8 SCALE: 3/4" = 1'-0" S408 SECTION 9 SCALE: 3/4" = 1'-0" S408 SECTION 10 SCALE: 3/4" = 1'-0" S408 SECTION 11 SCALE: 3/4" = 1'-0" S408 SECTION 12 SCALE: 3/4" = 1'-0" S408 SECTION 17 SCALE: 3/4" = 1'-0" S408 SECTION 19 SCALE: 3/4" = 1'-0" S408 SECTION 13 SCALE: 3/4" = 1'-0" S408 SECTION 14 SCALE: 3/4" = 1'-0" S408 SECTION 15 SCALE: 3/4" = 1'-0" S408 SECTION 18 SCALE: 3/4" = 1'-0" S408 SECTION 16 SCALE: 3/4" = 1'-0" S408 SECTION 20 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. No. A ENI R M IE D E GN T S E Y MOCD E c SCALE: 3/4" = 1'-0" S408 SECTION 21 2 2 2 2 2 2 2 2 2 2 2 2 2 SCALE: 3/4" = 1'-0" S408 STAIR SECTION 5 2 2 2 No. Date Description 2 10-09-09 ADDENDUM #2