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HomeMy WebLinkAboutS501 - STRUCTURAL ELEVATIONSQ M L T/STL +17' - 0 5/8" T/F -1' - 4" HSS6X6X5/8 HSS6X6X5/8 HSS6X6X5/8 W16X57 W16X36 7' - 0" 7' - 0" 6' - 4 1/8" 6' - 4 1/8" T/F -1' - 0" 25' - 5 1/8" 12' - 8 1/4" DRILL & EPOXY ANCHOR RODS INTO EXIST FTG (EMBED 16") S501 9 TYP Sim S501 10 TYP Sim T/STL +24' - 3 1/2" HSS6X6X1/2 HSS6X6X3/8 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 3 1.5 7' - 0" 7' - 0" T/STL +17' - 0 5/8" W16X57 HSS6X6X5/8 HSS6X6X5/8 32' - 3 3/4" T/F -1' - 4" S501 9 SIM Sim S501 10 Sim TYP T/STL +24' - 3 1/2" HSS10X6X1/2 HSS5X5X1/4 HSS5X5X1/4 N Q 7' - 0" 7' - 0" W16X50 HSS6X6X5/8 HSS6X6X5/8 T/STL +17' - 0 5/8" 23' - 7 1/2" T/F -1' - 4" S501 9 TYP Sim S501 10 TYP Sim HSS6X6X3/8 T/STL +24' - 3 1/2" HSS5X5X1/4 HSS5X5X1/4 13 S410 15.2 14.1 11.9 HSS6X6X3/8 HSS6X6X3/8 W16X36 W16X36 HSS6X6X5/8 HSS6X6X5/8 HSS6X6X5/8 7' - 6" 7' - 6" HSS5X5X1/4 HSS5X5X1/4 7' - 6" 7' - 6" HSS5X5X1/4 HSS5X5X1/4 T/F +1' - 8" T/STL +16' - 3 1/2" T/STL +23' - 9 1/2" S501 9 S501 10 TYP TYP 20' - 0 1/2" 19' - 1 1/2" P K J J H H T/F +1' - 8" T/STL +16' - 3 1/2" T/STL +23' - 9 1/2" HSS6X6X3/8 W16X50 HSS6X6X5/8 HSS6X6X5/8 7' - 6" 7' - 6" 25' - 3 1/2" HSS5X5X1/4 T/F +2' - 4" HSS5X5X1/4 S501 9 TYP Sim S501 10 TYP Sim F.1 F.9 K P T/F +1' - 0" T/STL +16' - 3 1/2" T/STL +21' - 9 1/2" 5' - 6" 5' - 6" 7' - 6" 7' - 6" HSS6X6X3/8 W16X50 HSS6X6X5/8 HSS6X6X5/8 HSS6X6X5/8 W16X50 HSS6X6X3/8 W16X50 HSS6X6X5/8 T/STL +23' - 9 1/2" HSS6X6X3/8 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 HSS5X5X1/4 T/F +1' - 8" S501 9 TYP Sim 27' - 7" 27' - 9" 25' - 3 1/2" S501 10 TYP Sim 14.1 15 T/F +1' - 0" T/STL +16' - 3 1/2" T/STL +21' - 9 1/2" 5' - 6" 5' - 6" HSS6X6X3/8 W16X36 HSS6X6X5/8 HSS6X6X5/8 HSS5X5X1/4 HSS5X5X1/4 15.2 1/4 3/8" CAP PLATE HSS COLUMN HSS BRACE HSS GIRT 5/16"x5"x6" CONN PLATE (EA FACE) ERECTION BOLT (OPTIONAL) 1/4 3/8" STIFFENER PLATE EACH FACE BEAM HSS BRACE W.P. 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: STRUCTURAL ELEVATIONS S501 Park East Retail Carmel, Indiana Author Checker 12/22/16 07/27/17 No. Date Description SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 1 SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 2 SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 3 SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 4 SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 5 SCALE: 1/8" = 1'-0" S501 FRAMING ELEVATION 6 SCALE: 1/8" = 1'-0" S501 STRUCTURAL ELEVATION 7 SCALE: 3/4" = 1'-0" S501 CONNECTION DETAIL 9 SCALE: 3/4" = 1'-0" S501 CONNECTION DETAIL 10 04/16/18 Nick Mishler