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HomeMy WebLinkAboutS103 - ENLARGED FOUNDATION PLANSCRS xJ.5 19.4 XJ.4 19.5 (6) 7HELICAL PILES 1' - 4"3' - 6"1' - 4"1' - 4"3' - 6"3' - 6"1' - 4"9' - 8"6' - 2" F6x9PG6 T/F -18' - 10" ExGB 24" x 12" FlatT/ExGB -19' - 9"REMOVE GRADE BEAM LEAVING 3'-0" OF LONGITUDINAL REINFORCMENT EA END TO INTEGRATE INTO NEW CAP OR EPOXY NEW #7 x 4'-0" BARS 8" INTO GRADE BEAM5/ S504H.9 20.7 4 S405 1' - 6"3' - 6"1' - 6"3' - 9"1' - 6"2' - 3"6' - 6" (2) 70K HELICAL PILES EXISTING PILE CAP F7PG2 T/CAP -19' - 9" xJ.5 20.7 XJ.4 1 S405 8 S404 (8) 70K HELICAL PILES 1' - 4"3' - 6"3' - 6"1' - 4"1' - 4"3' - 0 1/2"3' - 0 1/2"1' - 4"3' - 6"3' - 6" 9' - 8"8' - 9"F9PG8 T/ExCAP -32' - 9" T/CAP -19' - 9" REMOVE GRADE BEAM LEAVING 3'-0" OF LONGITUDINAL REINFORCMENT EA END TO INTEGRATE INTO NEW CAP OR EPOXY NEW #7 x 4'-0" BARS 8" INTO GRADE BEAM xJ.1 xJ.2 xJ.3 x12 12.2 5 S103 EXISTING CAP AND PRECAST COLUMN (6) 70k HELICAL PILES 3' - 6"60.00°10' - 0"10' - 0" P32 F10PG7 x12 12.2 1' - 2"2' - 0" #6 DOWELS @ 12" ALL EDGES EXISTING PILE CAP AND PRECAST COLUMN HELICAL PILE, SEE STD EMBEDMENT DETAIL PIER (P) xJ.1 EX CAP EPOXY WALL DOWELS 8" INTO CAP HELICAL PILE NEW CAP T/F -19' - 9" H.9 xJ xJ.1 xJ.2 1.7 x13 H.6 13.1 6 S103 EX CAP EX WALL (5) HELICAL PILES 2' - 0"2' - 0" CW12 CW86' - 9 1/8" 1' - 5 1/2" 2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4" 1' - 5 1/2"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"2' - 4"1' - 7"1' - 3 1/2"2' - 8"1' - 11"3' - 2"1' - 11"2' - 8"1' - 4"1' - 4"1' - 4"1' - 4"CW12CW8WF36PG WF63PG WF63PG 70k HELICAL PILES T/F -19' - 9"6"HELICAL PILE CAP & BOLT (MIN CAP 12"x12"x3/4" - DELEGATED DESIGN ENGINEER TO VERIFY) EMBEDMENT TO BOTTOM OF CAPHELICAL PILE SHAFT PILE CAP 2"(4) #5 x BENT BARS 6"6" 1'-4"2'-6"O'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RERSASTATE OF 860325 NNID No.AENIR M I ED EG N TS E Y MOC DE c MEI 19126 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 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 PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. 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, LLC. © COPY RIG HT 2018 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) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description ENLARGED FOUNDATION PLANS S103WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 11/26/19 SCALE:S1031/2" = 1'-0" 1ENLARGED PILE PLAN SCALE:S1031/2" = 1'-0" 2ENLARGED PILE PLAN SCALE:S1031/2" = 1'-0" 3ENLARGED PILE PLAN SCALE:S1031/2" = 1'-0" 4ENLARGED PILE PLAN SCALE:S1033/4" = 1'-0" 5SECTION SCALE:S1033/4" = 1'-0" 6PLAN DETAIL SCALE:S1033/8" = 1'-0" 7ENLARGED PILE PLAN SCALE:S1033/4" = 1'-0" 8TYP HELICAL PILE EMBEDMENT