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HomeMy WebLinkAboutUntitled (4) 15 15 Q.8 Q.8 15.4 16 16.5 16.5 17 17.5 18 K.4 L.8 N.1 15.1 15.1 18.1 F.08 F.4 F.8 G.4 G.8 H.1 H.7 J.1 J.8 P.1 Q.5 Q.5 24LH08 24LH09 24LH09 24LH07 24LH07 24LH07 24LH09 24LH09 24LH07 24LH07 24LH08 24LH08 24LH07 24LH09 24LH09 24LH06 24LH07 24LH08 24LH08 24LH07 24LH08 24LH08 24LH08 24LH08 24LH08 24LH08 24LH07 24LH07 24LH07 24LH07 24LH07 24LH07 24LH07 S502 3 S501 3 S502 1 S501 5 S501 2 S501 E.5 E.5 17.9 15.2 24LH07 1 S502 4 24LH07 24LH08 214' -1 3/8" 3 SPA @5'-7 1/2" 16' -10 1/2" 2 SPA @4'-9 9/16" 9' -7 1/8" 36' -5 3/8" 2 SPA @4'-9 5/8" 9' -7 1/4" 3 SPA @5'-7 5/16" 16' -10" 2 SPA @5'-1 1/8" 10' -2 1/4" 6 SPA @5'-0" 30' -0" 26' -4" 20' -11" 29' -8 3/8" 2 SPA @3'-9 3/4" 7' -7 1/2" 8' -8" 8' -2 1/2" 2 SPA @4'-10 5/16" 9' -8 5/8" 2 SPA @4'-2 3/8" 8' -4 3/4" 2 SPA @4'-3 11/16" 8' -7 3/8" 9' -8 5/8" 1' -5 1/2" 66' -0 1/4" 21' -9 3/8" 17' -8 3/8" 26' -6 1/2" 10' -3 3/8" 7' -5" 3' -8 3/4" 3' -8 3/4" 64' -0" 1' -5 3/8" 8' -3 1/2" 22' -3 7/8" 22' -3 7/8" 8' -3 1/2" 1' -5 1/2" 1' -3 7/8" W24X68 +29' -9" W16X36 +29' -9" W24X68 +29' -9" W14X22 +29' -9" W14x30 +29' -9" W14x30 +29' -9" W16X36 +29' -9" W16X36 +29' -9" W18X35 +29' -9" W24X68 +29' -9" W24X68 +29' -9" W30X116 c=3/4" +29' -9" W18X35 +29' -9" W18X35 +29' -9" W16X36 +29' -9" W14X22 +29' -9" W16X36 +29' -9" W14X26 +29' -4" W14X22 +29' -9" W12X19 +29' -9" W+2194' X-292" W14X22 +29' -9" W12X19 +29' -9" W+2194' X-292" W+2192' X-199" W16X36 +29' -9" W16X36 c=3/4" +29' -9" W12X19 +29' -9" W12X19 +29' -9" W12X19 +29' -9" W16X36 c=3/4" +29' -9" W16X36 +29' -9" W12X19 +29' -9" W+2194' X-292" W18X35 +29' -9" W18X35 +29' -9" W16X36 c=3/4" +29' -9" W16X36 +29' -9" W+2192' X-199" W12X19 +29' -9" W16X36 +29' -9" W16X36 +29' -9" W12X19 +29' -9" W12X19 +29' -9" W24X68 +29' -4" W21X44 +29' -4" W24X68 +29' -4" W24X76 +29' -4" W27X94 c=1" +29' -4" W24X68 +29' -9" W16X36 +29' -4" W27X84 +29' -9" W27X84 +29' -9" W16X36 +29' -4" W21X44 +29' -4" W30X99 c=1 1/4" +29' -4" W21X44 +29' -9" 24LH07 +29' -9" W30X99 c=3/4" +29' -4" W24X68 +29' -9" +29' -4" W14X22 +29' -9" W14x30 +29' -9" W12X19 +29' 29' -9" W18X35 +29' -4" W24X55 +29' -4" W18X35 c=3/4" +29' -9" W30X99 +29' -4" W24X68 +29' -4" 5" TOTAL SLAB THICKNESS 3 1/2" NORMAL WT CONCRETE ON 1 1/2", 20 GA GALV COMPOSITE DECK w/6x6-W2.1xW2.1 WWF S502 2 W16X36 c=3/4" +29' -9" W18X35 c=3/4" +29' -9" W18X35 c=3/4" +29' -9" W12X19 +29' -9" W12X19 +29' -9" W14X22 +29' -9" W14X22 +29' -9" W16X36 +29' -9" W16X36 +29' -9" W12X19 +29' -9" W18X35 +29' -9" C5X9 +29' -9" W14X22 +29' -9" W14X22 +29' -9" W14X22 +29' -9" W12X19 +29' -9" W10X12 +29' -9" W12X19 +29' -9" W10X12 +29' -9" 2 S306 N.6 P.6 24LH09 24LH09 24LH09 24LH04 W18X35 +29' -9" W12X19 +29' -9"W10X12 +29' -9" C5X9 +29' -9" W12X19 +29' -9" W21X44 +29' -4" W10X12 +29' -9" W8x10 W8x10 CANT CANT TCX TCX HSS5x5x3/8 HSS5x5x3/8 W12X19 +29' -9" 4 S301 4 S304 1 S301 5 4 S301 S302 1 S302 2 S302 3 S302 1 2 S303 S303 3 S303 1 S305 1 S304 2 S304 3 S304 2 S305 1 S306 3 S305 12 S407 1' -0" EOS 1' -0" EOS 11 1/2" EOS 1' -0" EOS 11 1/2" EOS 11 1/2" EOS 1' -0" EOS2' -11 5/8" EOS 1'-6 7/8" EOS 1' -0 1/4" EOS 10 1/2" EOS 6'-2 5/8" EOS 1' -3 1/16" EOS EOS 11' -6" 6 3/8" EOS 1' -2" EOS T/SLAB +30' -2" 2 SPA @5'-3 3/16" 10' -6 3/8" 3 SPA @3'-5 1/2" 5' -5 1/8" 10' -4 1/2" 14' -5" 18' -3 3/8" 3 SPA @5'-11 11/16" 17' -11" 6' -6" 2 SPA @5'-10 11/16" 11' -9 3/8" 5 SPA @5'-3 3/16" 26' -4" 4 SPA @5'-2 3/4" 20' -11" 13' -4 1/4" 2 SPA @4'-5 13/16 8' -11 11/16" 2 SPA @4'-9 11/16" 9' -7 3/8" 7 3/8" EOS S204 1 S204 2 W21X44 +30' -2" C5X9 +29' -9" C5X9 +29' -9" C5X9 +29' -9" C5X9 +29' -9" TCX C5X9 +29' -9" 6" EOS 6" EOS 1'-6 3/8" EOS 1'-6 3/8" EOS 1'-4 3/4" EOS 4 1/2" MAX SLAB THICKNESS 3" NORMAL WT CONCRETE ON 1 1/2", 20 GA GALV COMPOSITE DECK w/6x6-W2.1xW2.1 WWF SLOPE 13'-9 1/4" 10 3/8" EOS 16'-7 1/4" 10 3/8" EOS 8'-10 1/2" 12'-0 1/2" 10 3/8" EOS MW8 MW8 MW8 MW8 3 3/4" EOS 7'-3" 0" EOS 10'-4 5/8" 10'-6 3/8" DECK SPAN CHANGE DECK SPAN CHANGE DECK SPAN CHANGE 1'-0 5/8" 5'-10 7/8" 5'-5 1/8" 4'-10" 1'-0 3/4" 10'-3 3/8" 8" EOS 1'-0 1/4" 20'-7 5/8" 1'-0 1/4" EOS 4" EOS 42k 44k 47k 48k 32k 32k 13k 13k 53k 51k 19k 32k 15k 15k 12k 12k 10k 10k 11k 11k 31k 68k 11k 15k 18k 17k 83k 83k 9k 9k 18k 17k 28k 62k 13k 13k 13k 27k 27k 27k 11.1k 11.1k 63k 62k 11.3k 11.3k 11.3k 11.3k 66k 66k 69k 69k 10.9k 10.9k 10.9k 10.9k 10.9k 11.0k 44k 44k 11.0k 11.0k 38k 32k 11.2k 11.2k 34k 34k 22k 22k 8k 9k 11.9k 11.9k 29k 25k 54k 61k 23k 13k 13k 24k 42k 40k 9.4k 9.5k 10.3k 10.3k 12.0k 12.0k 12.0k 12.0k 12.0k 12.0k 11.9k 12.0k 10.9k 10.9k 10.9k 10.9k 10.7k 10.7k 10.8k 10.8k 10.8k 10.8k 14k 12k 18k 12k 12k 13k 10.7k 10.7k 10.7k 10.7k 11.3k 11.3k 11.5k 11.5k 11.2k 11.2k 11.2k 11.2k 11.2k 11.2k 11.2k 11.2k 11.1k 11.1k 11.1k 11.1k 11.1k 11.1k 20k 18k 11k 11k 12k 12k 10k 10k 9k 9k 17k 16k 9k 9k 10k 10k 13k 13k 17k 17k 17k 17k 12k 12k 19k 18k 9k 9k 9k 9k 17k 16k 17k 16k 12k 12k 10k 10k 11k 11k 11k 11k 10k 10k 8k 8k 8k 8k 8k 8k 8k 8k 3k 10.7k 10.7k 10.6k 10.6k 9k 11k 10k 11k 12k 12k 12k 12k 7k 7k 9k 9k 28k 29k 9k 9k 12.6k 12.6k 6.3k 6.3k 12.8k 12.8k 12.8k 12.8k 12.5k 12.5k 12.6k 12.6k 12.7k 12.7k 12.7k 12.7k 4 S305 17.4 1' -2" EODS SLOPE EOS 15'-5 3/4" 3' -10 1/4" 3' -6" 6' -0" 4 3/8" EOS 4" EOS 11 5/8" EOS 8" EOS 4 1/2" EOS PARKING GARAGE THEATER OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE A OPNG TYPE B 0" EOS 4'-1" STUB COL STUB COL W8x10 +29' -4" SAFES W18X35 +29' -9" W18X35 +29' -9" W18X35 +29' -9" 4 1/2" EOS 3'-3" EOS 0" EOS 4 1/2" MAX SLAB THICKNESS 3" NORMAL WT CONCRETE ON 1 1/2", 20 GA GALV COMPOSITE DECK w/6x6-W2.1xW2.1 WWF HSS2X2X3/16 POST (6 PLACES) HSS12X6X1/2 +29' -9" 8" 2" HSS10X4X3/8 +29' -9" W10X12 W10X12 W10X12 W10X12 2' -6" 1' -2"HSS4x4x1/4 HANGER & STUB COL 5 S408 15 16 15.1 G.4 G.8 H.7 1' -5 1/2" 21' -9 3/8" 2 SPA @4'-2 3/8" 8' -4 3/4" HSS4x4x1/4 STUB 4'-1" 4 S304 3 S304 10'-7 1/2" 8' -0 1/8" 13' -9 1/4" 4 SPA @4'-4" 17' -4" 1' -0" HSS4x4x1/4 HANGER & STUB COL 3" EOS 3" EOS W16X36 W12X19 +26' -1" W12X19 W10X12 W12X19 W10X12 W12X19 W12X19 W10X12 W10X12 W10X12 W10X12 0" EOS 5" TOTAL SLAB THICKNESS 3 1/2" NORMAL WT CONCRETE ON 1 1/2", 20 GA GALV COMPOSITE DECK w/6x6-W2.1xW2.1 WWF 8'-4 3/4" 18'-4" 1'-2 1/2" EOS 3" EOS T/SLAB +26' -6" 10k 21k 16k 9k 9k 8k 9k 8k 9k 10 3/8" EOS W12X22 +26' -1" BP1 (TYP) 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: THIRD FLOOR FRAMING PLAN S203 SCALE: 1/8" = 1'-0" THIRD FLOOR FRAMING PLAN FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS -EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. SEE S404 FOR OPENING FRAMING. 5. PROVIDE L3X3X1/4 KICKERS @3'-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM CENTERLINE. (MIN 2 KICKERS PER SEGMENT) 6. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. PLAN NORTH 0 1' 2' 4' 8' 16' SCALE: 1/8" = 1'-0" THIRD FLOOR LANDING FRAMING PLAN 0 1' 2' 4' 8' 16' FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. ALL T/STL = +(26'-1"), UNO. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 5. COORDINATE DECK OPENINGS -EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 No. Date Description 2 10-09-09 ADDENDUM #2