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HomeMy WebLinkAboutS203 - ROOF FRAMING PLANM J J P 11.9 F.1 F.9 K B.1 B.2 15 15 14.1 14.1 10.8 9.9 12 12 9 9 8 8 7 7 6.1 5 5 3.9 0.5A 4 4 3 3 10 0.9 10 11 11 .95A .95A L 2 2 4.9 1 1 A A B B C C D D E E F F G G H H 6 6 13 0.7A RD01 RD01 W16X57 W16X50 W16X50 W16X50 W16X36 W16X31 W16X26 W10X12 W16X50 W16X26 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W12X35 W12X35 W10X22 W14X38 W12X26 W10X22 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W10X26 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W10X26 W8X10 W8X10 W8X10 2.1 W16X36 W16X50 W10X12 W10X12 W10X12 W10X12 W16X31 W16X26 W14X38 W10X26 CONNECT TO EMBED PLATE ON EXIST GARAGE COLUMN (POCKET THRU EXIST PRECAST PANELS) 0.4A RD01 W10x12 W10X26 0.6A 0.9A 0.9A EOD 1' - 0 1/2" EOD 3" PROVIDE L3x3x1/4 ANGLE FRAME TO SUPPORT DECK @ EXIST COL EOD 3" EOD 3" EOD 3" EOD 3" EOD 3" EOD 3" EOD 3" EOD 3" RD01 (SHADED AREA) B/DECK EL = +16'-11" 1 1/2" 4 EQ SPA = 24' - 1 1/2" 4 EQ SPA = 24' - 1 1/2" 1 1/8" 10' - 6 1/2" 3' - 6 1/8" 7' - 0 3/8" 4' - 6 1/2" 2' - 5 7/8" 4" 4 EQ SPA = 25' - 3 5/8" 4 EQ SPA = 22' - 9 7/8" 4 EQ SPA = 23' - 10 1/2" 4 EQ SPA = 24' - 0" 4 EQ SPA = 24' - 0" 4 EQ SAP = 23' - 10 1/2" 1' - 3 5/8" 1 1/2" 11 S407 11 S407 11 S407 SIM 11 S407 11 S407 11 S407 1' - 11 1/2" 2' - 8 1/2" 3" EOD 3" EOD W10X12 W10X12 RD01 (SHADED AREA) B/DECK EL = +18'-0" 10K 10K 10K 10K 12K 12K 12K 12K 18' - 0 5/8" 18' - 0 5/8" EOD 3" EOD 3" 5 EQ SPA = 27' - 0 1/2" 5 EQ SPA = 29' - 6 1/2" EOD 3" EOD 3" EOD 3" EOD 7" T/STEEL (SHADED AREA) = +16'-3 1/2" 5 EQ SPA = 25' - 3 1/2" 5 EQ SPA = 27' - 9" 5 EQ SPA = 27' - 7" 12K 12K 12K 12K 12K 11K 12K 12K 11K 13K 16K 13K 13K 13K 3' - 1" 12' - 8 1/4" 11 S407 SIM 11 S407 SIM 12 S407 W16X45 W16X36 W16X31 W16X26 W16X26 W16X26 W16X57 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W10X15 W16X26 2' - 3" RD01 RD01 1/ S501 2/ S501 3/ S501 4/ S501 5/ S501 6/ S501 15.2 7/ S501 39' - 10 3/8" HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 W16X36 W16X36 HSS6X6X3/8 +16' - 3 1/2" +16' - 3 1/2" +23' - 9 1/2" +23' - 9 1/2" +16' - 3 1/2" +16' - 3 1/2" +21' - 9 1/2" +21' - 9 1/2" +21' - 9 1/2" +16' - 3 1/2" +16' - 3 1/2" +16' - 3 1/2" +23' - 9 1/2" +23' - 9 1/2" HSS6X6X1/4 +23' - 9 1/2" HSS6x6x1/4 STUB COL 6" EOD 1' - 8 1/8" 4" EOD 3 7/8" EOD 3" EOD 3" EOD 3" EOD 20' - 0 1/2" 19' - 9 7/8" 1' - 11 7/8" 18' - 0 5/8" 2' - 2 7/8" 16' - 3" 1' - 3 7/8" 3" EOD 3" EOD 2 7/8" EOD RD OD L3x3x1/4 FRAME EOD 4" RD OD L3x3x1/4 FRAME 80' - 7 1/2" 27' - 7" 2' - 7" 25' - 3 1/2" 5' - 6" 19' - 8" 1 S410 1 S410 2 S410 2 S410 3 S410 14K 17K 16K S202 100 SEE Q 1.5 N 11 7/8" 85' - 8 5/8" RD01 3 S410 2 S410 1 S410 1 S410 T/STEEL (SHADED AREA) = +17'-0 5/8" 2 1/2" 7' - 10 3/4" 6' - 7 1/4" 2' - 7" 21' - 10" 4 EQ SPA = 23' - 7 1/2" 4 EQ SPA = 23' - 6 5/8" 32' - 3 3/4" 6' - 9 3/4" 3 EQ SPA = 17' - 6 7/8" 1' - 9 1/2" 4" EOD EOD 4" 4" EOD EOD 3" EOD 3" +17' - 0 5/8" +17' - 0 5/8" +17' - 0 5/8" +17' - 0 5/8" RD OD L3x3x1/4 FRAME RD OD L3x3x1/4 FRAME 1.6 M.5 N.5 4.7 4.8 W10X30 W10X22 5' - 6 5/8" 3 EQ SPA = 17' - 5 3/4" 4' - 7 7/8" 16' - 1" EOD 6" 6" EOD 12k 12k 10k 10k 20k 14k 15k 15k 11k 11k 17k 22k 14k 14k 11 11 S410 S410 STRUCTURE INSIDE CLOUDED LINES NOT IN SCOPE OF WORK W10X12 +17' - 0 5/8" W14X26 W14X26 W14X26 W10X12 +17' - 0 5/8" W10X15 +17' - 0 5/8" HSS6X6X3/8 HSS10X6X1/2 HSS6X6X1/2 HSS6X6X3/8 +24' - 3 1/2" +24' - 3 1/2" +24' - 3 1/2" +24' - 3 1/2" 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 Sheet Number: Sheet Title: Set Issue 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, LLC. ALL INFORMATION CONTAINED H EREIN 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) By: Developer: Project: ROOF FRAMING PLAN S203 Park East Retail Carmel, Indiana KLS CRM 12/22/16 05/12/16 PLAN NORTH 0 2' 4' 8' 16' ROOF FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS FOR ELEVATIONS WITH RESPECT TO SEA LEVEL. 2. SEE S401 FOR GENERAL NOTES AND S402 FOR 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. 5. SEE MECH DWGS FOR RTU LOCATIONS. SEE 9/S407 FOR RTU FRAMING REQUIRED. 6. SEE ARCH & MEP DRAWINGS FOR ROOF OPENING SIZES AND LOCATIONS. SEE 8/S407 FOR ROOF OPENING FRAMING REQUIRED. 7. SEE ARCH & PLUMBING DRAWINGS FOR ROOF DRAIN LOCATIONS. SEE 10/S407 FOR ROOF DRAIN FRAMING REQUIRED. SCALE: 3/32" = 1'-0" ROOF FRAMING PLAN No. Date Description 1 Date 1 PHASE 2 04/16/18 Nick Mishler