Loading...
HomeMy WebLinkAboutUntitled (3) 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 20LH09 20LH09 24LH07 24LH07 24LH07 24LH09 24LH09 S502 3 S501 3 S502 1 4 S501 S501 5 S501 2 S501 40IT32 E.5 E.5 17.9 15.2 1 S502 4 W14X22 +16' -3" W24X68 +16' -3" W14X22 +16' -3" W14x30 +16' -3" W14x30 +16' -3" W18X35 +16' -3" W24X68 +16' -3" W24X55 +16' -3" W27X94 c=3/4" +16' -3" W16X36 +16' -3" W24X55 +16' -3" W24X68 c=1" +16' -3" W18X35 +16' -3" W18X35 +16' -3" W16x26 +16' -3" W16x26 +16' -3" W16X36 +16' -3" W16X36 +16' -3" W14X22 +16' -3" W21X44 +16' -3" W12X19 +16' -3" W14X22 +16' -3" W12X19 +16' -3" W14X22 +16' -3" W14X22 +16' -3" W12X19 +16' -3" W14X22 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W16X36 +16' -3" W16X36 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W12X19 +16' -3" W14X22 +16' -3" W14x30 +16' -3" W24X62 +15' -10" W16X36 +15' -10" W18X35 +16' -3" W30X99 c=3/4" +15' -10" W24X55 +16' -3" +15' -10" W10X12 +16' -3" W18X35 c=3/4" +16' -3" W18X35 c=3/4" +16' -3" W18X40 +16' -3" W16X36 +16' -3" W18X35 +15' -10" W14X22 +16' -3" W10X12 +16' -3" W10X12 +16' -3" W14X22 +16' -3" 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" 16' -10" 40' -2 1/4" 26' -4" 4 SPA @5'-2 3/4" 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" 8' -7 3/8" 9' -8 5/8" 10' -2 1/4" 30' -0" 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" 10' -0 3/4" 3' -8" 3' -8" 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" 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 T/SLAB +16' -8" 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 T/SLAB +16' -8" 2' -0 1/4" S502 2 11" EOS L3x3x1/4 KICKER @3'-0" OC W12X19 +16' -3" W12X19 +16' -3" W21X44 +16' -3" W14X22 +16' -3" W12X19 +16' -3" W14X22 +16' -3" W14X22 +16' -3" W14X22 +16' -3" W14X22 +16' -3" W12X19 +16' -3" W10X12 +16' -3" 18 S407 19 S407 2 S306 N.6 P.6 14' -5" 6' -6" 2 SPA @5'-10 11/16" 11' -9 3/8" 3 SPA @5'-11 11/16" 17' -11" 24LH09 24LH09 24LH09 24LH04 W21X50 +15' -10" W10X12 W14X22 +16' -3" W12X19 +16' -3" W10X12 +16' -3" W18X35 2' -5" EOS4 S301 4 S304 1 S301 2 S301 3 S301 5 S301 4 S302 1 S302 2 S302 3 S302 1 S303 2 S303 3 S303 1 S305 1 S304 2 S304 3 S304 2 S305 1 S306 3 S305 4 SPA @4'-7" 18' -4" 5'-7 1/2" 3'-0 3/8" 2'-7 1/8" 12 S407 2 7/8" EOS 3 1/8" EOS 6" EOS 2 7/8" EOS 6" EOS 2 7/8" EOS 4" EOS 3" EOS EOS 11' -6" 1'-2" EOS 3 1/4" EOS4 1/2" EOS EOS 2'-3" EOS 13'-9 3/8" EOS 2'-3" 3 3/8" EOS 6" EOS 6" EOS 4" EOS W21X50 +16' -8" C5X9 +16' -3" C5X9 +16' -3" C5X9 +16' -3" C5X9 +16' -3"TCX 4' -5 7/16" 4' -5 7/16" 4' -5 7/16" 2 SPA @4'-5 13/16 8' -11 11/16" 2 SPA @4'-9 11/16" 9' -7 3/8" C5X9 3" S202 1 W14X22 +16' -3" 41k 18k 18k 13k 13k 31k 28k 20k 7k 7k 11k 25k 25k 25k 49k 24k 22k 7k 7k 9k 8k 8k 17k 17k 22k 22k 8k 9k 11.9k 11.9k 29k 25k 54k 61k 15k 13k 13k 15k 11.1k 11.1k 11.1k 11.1k 11.1k 11.1k 12.7k 12.7k 12.7k 12.7k 12.7k 12.7k 12.7k 12.7k 11k 13k 13k 9k 9k 9k 9k 12k 12k 8k 8k 9k 9k 9k 9k 9k 9k 10k 10k 17k 17k 11k 11k 10k 10k 7k 7k 7k 7k 7k 7k 7k 7k 7k 10k 11k 3k 3k 7k 7k 12k 12k 12k 12k 11k 11k 9k 9k 4k 4k 12.7k 12.7k 6.3k 6.3k 12.8k 12.8k 12.7k 12.7k 2'-10 3/8" 3'-11 5/8" 5'-6 5/8" 3'-0 3/8" 2'-10 3/8" 18 S407 SIM 4 S305 17.4 S204 2 S204 1 4" EOS 4" EOS 8" EOS 7'-3" EOS 4" 1'-2" EOS EOS 4 1/2" 0" EOS PARKING GARAGE THEATER OPNG TYPE B OPNG TYPE B OPNG TYPE ? OPNG TYPE B OPNG TYPE B W10X12 +16' -3" DECK SPAN CHANGE DECK SPAN CHANGE 4" EOS 4 9/16" 5 S408 15 15 16 16 15.1 15.1 G.4 G.8 H.7 J.1 5 S501 S502 4 6 S408 4 S304 2 S304 3 S304 3 S305 +16' -3" W12X19 +12' -3" W12X19 +15' -7" W14X22 +16' -3" W14x30 +16' -3" W14x30 +16' -3" W14X22 +16' -3" W21X44 +16' -3" W16X36 +15' -7" W21X44 +16' -3" W14X22 +16' -3" W10X12 +15' -7" W8x10 +16' -3" +15' -7" C8X11.5 +16' -3" +15' -7" C8X11.5 +16' -3" +16' -3" W8x10 +15' -7" W8x10 +15' -7" W12X19 +16' -3" W12X19 +16' -3" W10X12 +16' -3" W10X12 +16' -3" W12X19 +15' -7" W12X19 +15' -7" W10X12 +15' -7" W10X12 +15' -7" W10X12 +15' -7" W10X12 +15' -7" 4'-2 1/2" 4'-2 1/4" 1'-9" 2'-8" 4'-2 3/8" 4'-10 3/8" 4'-10 1/4" 2'-7" 3'-8 1/8" 3'-4 1/8" 7'-5" 8'-0 1/8" 6'-4 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 MW8MW8 MW8 MW8 8'-4 3/4" 18'-4" 9'-7 1/4" 1'-5 1/2" 21'-9 3/8" 5k 5k 28k 15k 15k 3k 3k 16k 14k 9k 8k 4k 12k 12k 5k 5k 5k 5k 2k4k 3k 3k 4k 10k 10k 9k 8k 3k 3k 4k 4k 11k 5k 5k 7'-6 3/4" 10 3/8" EOS 8'-0 1/8" 13'-9 1/4" T/SLAB +16' -0" T/SLAB +16' -8" UP T/SLAB +16' -0" T/SLAB +16' -8" 4" EOS 0" EOS 1'-2" EOS 0" EOS 16 S408 W8x10 +16' -3" W10X12 +15' -7" W12X22 +16' -3" EOS 4 5/8" 3'-5 3/8" 3'-8 3/4" 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 0" EOS L5x3x3/8 (LLV) BP1 (TYP) T/T/SLAB +16' -8" 9 1/8" 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: SECOND FLOOR FRAMING PLAN S202 SCALE: 1/8" = 1'-0" SECOND FLOOR FRAMING PLAN 0 1' 2' 4' 8' 16' PLAN NORTH 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). SCALE: 1/4" = 1'-0" S202 ENLARGED FRAMING PLAN 1 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) 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 No. Date Description 2 10-09-09 ADDENDUM #2