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HomeMy WebLinkAboutUntitled (5) 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 S502 3 S501 3 S502 1 S501 5 S501 2 S501 24LH08 24LH09 24LH09 24LH07 24LH07 24LH07 24LH09 24LH09 24LH07 24LH07 24LH08 28G 24LH08 24LH08 24LH07 24LH07 24LH07 24LH07 24LH07 24LH07 24LH07 24LH07 24LH09 24LH09 24LH06 24LH07 24LH08 24LH08 24LH07 24LH07 24LH07 24LH07 24LH08 24LH08 24LH08 24LH08 24LH08 24LH08 E.5 E.5 17.9 15.2 24LH07 1 S502 4 214' -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" 8 SPA @5'-0 5/16" 40' -2 1/4" 5 SPA @5'-3 3/16" 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" 2 SPA @4'-3 11/16" 8' -7 3/8" 2 SPA @4'-10 5/16" 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" 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 +42' -10" W16X36 +42' -10" W21X44 +42' -10" W21X44 c=3/4" +42' -10" W24X68 c=3/4" +42' -10" W16X36 +42' -10" W21X44 +42' -10" W24X68 c=1 1/4" +42' -10" W21X44 +43' -3" 24LH07 +43' -3" W30X99 c=3/4" +42' -10" W24X68 +43' -3" +42' -10" W21X44 W14x30 +43' -3" W12X19 +43' -3" W18X35 +42' -10" W24X68 +42' -10" W30X99 +42' -10" W24X68 +42' -10" W21X44 +43' -3" W14X22 +43' -3" W24X68 +43' -3" W14X22 +43' -3" W14x30 +43' -3" W14x30 +43' -3" W14x30 +43' -3" W14x30 +43' -3" W18X35 +43' -3" W24X68 +43' -3" W24X68 +43' -3" W30X116 +43' -3" W24X68 +43' -3" W18X35 +43' -3" W16X36 +43' -3" W27X84 +43' -3" W27X84 +43' -3" W14X22 +43' -3" W16X36 +43' -3" W14X22 +42' -10" W14X22 +43' -3" W12X19 +43' -3" W14X22 +43' -3" W12X19 +43' -3" W14X22 +43' -3" W12X19 +43' -3" W10X12 +43' -3" W10X12 +43' -3" W12X19 +43' -3" W12X19 +43' -3" W12X19 +43' -3" W10X12 +43' -3" W10X12 +43' -3" W12X19 +43' -3" W14X22 +43' -3" W24X68 +43' -3" W10X12 +43' -3" W10X12 +43' -3" W12X19 +43' -3" W12X19 +43' 43' -3" W21X44 +43' -3" W16X36 +43' -3" W16X36 +43' -3" W12X19 +43' -3" W12X19 +43' -3" 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 +43' -8" S502 2 W14X22 +43' -3" W10X12 +43' -3" W16X36 +43' -3" W16X36 +43' -3" W18X35 c=3/4" +43' -3" W18X35 c=3/4" +43' -3" W12X19 +43' -3" W12X19 +43' -3" W14X22 +43' -3" W14X22 +43' -3" W14X22 +43' -3" W12X19 +43' -3" W18X35 +43' -3" W14X22 +43' -3" W12X19 +43' -3" W10X12 +43' -3" W12X19 +43' -3" W12X19 +43' -3" MC10X28.5 MC10X28.5 MC10X28.5 W10X12 W10X12 W10X12 W10X12 2 S306 N.6 P.6 24LH09 24LH09 24LH09 24LH09 W12X19 +43' -3" W10X12 +43' -3" W18X35 +43' -3" W10X12 +43' -3" 14' -5" 6' -6" 2 SPA @5'-10 11/16" 11' -9 3/8" 3 SPA @5'-11 11/16" 17' -11" W8x10 W8x10 CANT CANT TCX TCX C5X9 +43' -3" C5X9 +43' -3" W12X19 +43' -3" 4 S301 4 S304 1 S301 2 S301 3 S301 5 4 S301 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 W21X44 W30X99 c=1" W10X12 3 1/2" EOS 5 1/4" EOS EOS 18'-3 3/8" 5 1/4" EOS 11 7/8" EOD EOS 5" EOS 5" EOS 6' -7 7/16" 2' -5 1/8" EOS 5 1/2" EOS 6" EOS 6 1/4" EOD 6" EOS5 1/2" EOS 4 7/8" EOS 5" EOS 5" EOS EOS 11' -6" 3" EOS 7" EOS 3" EOS EOS3 3/4"3" EOS 3' -5 1/2"3' -5 1/2"3' -5 1/2" 3' -8 7/16"4' -2 5/16" 4' -3 3/4" 3' -9 5/8" 4' -2 3/8" 4' -2 3/8" 5' -7 7/16" 2' -11 3/8" 5' -3 13/16" 5' -3 13/16" 5' -3 13/16" 2 SPA @4'-9 11/16" 9' -7 3/8" 2 SPA @4'-5 13/16 3' -10 1/4" 3' -6" 6' -0" 8' -11 11/16" 7' -3" 5' -1" 10' -6 3/8" 2' -8 7/8" 5' -5 3/4" 10' -1 3/4" C5X9 +43' -3" C5X9 +43' -3" C5X9 +43' -3" S204 1S204 2 3 1/2" EOS 8" EOS W16X36 +42' -10" 10 3/8" EOS 0" EOS 10 3/8" 16'-7 1/4" 10 3/8" EOS 8'-10 1/2" 12'-0 1/2" 10 3/8" EOS DECK SPAN CHANGE DECK SPAN CHANGE DECK SPAN CHANGE 4" EOS 41k 44k 46k 47k 18k 18k 13k 13k 31k 28k 17k 20k 7k 7k 12k 12k 10k 10k 11k 11k 27k 24k 10k 15k 46k 46k 25k 22k 13k 18k 15k 15k 11.1k 11.1k 33k 32k 11.4k 11.4k 11.4k 12.6k 65k 65k 36k 36k 10.9k 10.9k 10.8k 10.8k 10.9k 11.0k 23k 23k 11.0k 11.0k 38k 32k 11.2k 11.2k 17k 17k 22k 22k 8k 9k 11.9k 11.9k 29k 25k 54k 61k 15k 13k 13k 15k 41k 40k 9k 9k 9.4k 9.5k 11.9k 14.2k 11.9k 14.2k 10.9k 10.9k 10.8k 10.9k 10.7k 10.7k 10.8k 10.8k 10.8k 10.8k 10.7k 10.7k 10.6k 10.6k 10.6k 10.6k 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 12.6k 12.6k 11.1k 11.1k 11.1k 11.1k 11.1k 11.1k 12.0k 12.0k 12.0k 12.0k 11k 11k 10k 10k 9k 9k 12k 12k 17k 17k 17k 17k 11k 11k 11k 11k 10k 10k 13k 13k 12k 12k 10k 10k 12k 12k 9k 9k 9k 9k 10k 10k 9k 9k 13k 9k 13k 10.3k 10.3k 6k 10.7k 10.7k 10.6k 10.6k 9k 11k 10k 11k 7k 7k 12k 12k 12k 12k 31k 32k 8k 8k 11k 11k 9k 9k 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 PARKING GARAGE THEATER OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE B OPNG TYPE A OPNG TYPE B OPNG TYPE B EOS 5'-2 3/8" EOS 5'-2 1/2" POST (4 PLACES) EOS 3'-2 3/4" 12 S407 SIM 7'-3" 0" EOS HSS2X2X3/16 (6 PLACES) 6 1/4" EOS S204 3 W12X22 +43' -3" 4' -1" BP1 (TYP) W8x10 +42' -10" 3 3/4" EOS 8" EOS 4 1/2" EOS 1' -0 1/4" EOS 4 3/8" EOS 8" EOS 4" EOS 4 1/2" EOS C5X9 +43' -3" C5X9 +43' -3" 3' -11" 3' -11 1/2" HSS2X2X3/16 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 W14X22 +43' -3" W14X22 +43' -3" 5 S408 15 16 15.1 G.4 G.8 H.7 S502 4 1' -5 1/2" 21' -9 3/8" W16X36 W16X36 W12X19 W12X19 HSS4x4x1/4 STUB W10X12 8' -4 3/4" 18' -4" 5' -8 1/4" 4' -1" 4 S304 3 S304 3 S305 2 SPA @4'-2 3/8" 8' -4 3/4" 1' -0" HSS4x4x1/4 STUB COL 4 SPA @4'-4" 17' -4" W12X19 W12X19 W10X12 W10X12 W10X12 W10X12 8' -0 1/8" 13' -9 1/4" 3" EOS 10 3/8" EOS 3" EOS 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 1'-2" EOS 3" EOS T/SLAB +37' -0" 10k 9k 9k 19k 14k 8k 9k 8k 9k W12X22 +36' -7" BP1 (TYP) Q.8 17.5 18 Q.5 17.9 2 S301 3 S301 W10X12 +43' -3" W14X22 +43' -3" W10X12 +43' -3" W10X12 +43' -3" W10X12 +43' -3" 7' -7 1/2" EOS 1' -0" 1' -3" 2' -6 3/4" 3' -9 3/4" 9 1/4" EOS 8" EOD 8' -3 1/2" 1' -3 7/8" 9 1/8" EOS 9 1/4" EOS 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 8" 1' -0" 8" 10" HSS2X2X3/16 RAILING POST (TYP) Q.8 15.4 15.1 Q.5 15.2 W10X12 +43' -3" W10X12 +43' -3" W10X12 +43' -3" W10X12 +43' -3" 1'-3" 2'-6 3/4" 3'-9 3/4" EOS 1'-0" 9 1/4" EOS 8" EOS 1'-5 3/8" 8'-3 1/2" 9 1/4" EOS 8 3/4" EOS W14X22 +43' -3" SLOPE 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 3 S301 2 S301 SIM SIM 10" 10" 8" 8" HSS2X2X3/16 RAILING POST (TYP) 15.1 G.4 G.8 3 S304 C12X20.7 +45' -6" C12X20.7 +45' -6" C12X20.7 +45' -6" HSS12X8X3/8 +45' -6" 8'-4 3/4" 8 7/8" 11" 6'-6 3/4" 11" 3'-2 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: FOURTH FLOOR FRAMING PLAN S204 SCALE: 1/8" = 1'-0" FOURTH 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 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" FOURTH FLOOR LANDING FRAMING PLAN SCALE: 1/4" = 1'-0" S204 PORCH FRAMING PLAN 1 SCALE: 1/4" = 1'-0" S204 PORCH FRAMING PLAN 2 0 6" 1' 2' 4' 8' NOTES: 0 6" 1' 2' 4' 8' 1. SECOND AND THIRD FLOOR FRAMING SIMILAR/2. T/STL AT SECOND FLOOR +16'-3" AND T/STL AT THIRD FLOOR +29'-9". 3. SEE ARCH FOR RAILING ELEMENTS NOT SHOWN ON THIS 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. ALL T/STL = +36'-7", 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. 6. PROVIDE L3X3X1/4 KICKERS @3'-0" MAX AT ALL SLAB EDGES GREATER THAN 9" FROM BEAM CENTERLINE. (MIN 2 KICKERS PER SEGMENT) 7. SEE ARCH FOR ALL CONCRETE SLOPES TO DRAINS. 0 1' 2' 4' 8' 16' SCALE: 3/8" = 1'-0" S204 ENLARGED FRAMING PLAN 3 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 NOTES: 1. SECOND AND THIRD FLOOR FRAMING SIMILAR/2. T/STL AT SECOND FLOOR +16'-3" AND T/STL AT THIRD FLOOR +29'-9". 3. SEE ARCH FOR RAILING ELEMENTS NOT SHOWN ON THIS PLAN. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 No. Date Description 2 10-09-09 ADDENDUM #2