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HomeMy WebLinkAboutS424 - SECTIONS & DETAILSSEE 8/S416 T/SLAB SEE PLAN TAPERED SLAB -SEE ARCH FOR DRAIN LOCATIONS BEAM #5 @ 12" OC IN DECK FLUTES FOR BRICK SUPPORT AT RECESSED PORCHES INTERIOR SLAB - SEE PLAN WOOD FRAMED WALL REINF VENEER -SEE ARCH F.8 W12x26 @ MAX 8'-0" OC SEE PLAN B/B CLIPS w/ 3/4" BOLTS PL 3/8" OR 3/8" ANGLE w/(2) 3/4" A325SC BOLTS (TYP) PL 1/2" w/ (2) 3/4"Ø A325SC BOLTS (TYP) 1/4 3 SIDES B/B CLIPS w/ 3/4" BOLTS SEE 8/S416 VENEER - SEE ARCH WOOD FRAMED WALL BEAM (TYP) T/SLAB SEE PLAN CFS FRAMED WALL - SEE ARCH FOR BALANCE OF INFO AT SLAB EDGE SLOPE CONC AT BALCONY - SEE ARCH SEE 2/S421 FOR OUTRIGGER FRAMING 3/8"x6"x6" EMBED PLATES FOR RAILING -SEE ARCH FOR SPACING AT RAILING POSTS5/16 1/2"x6" PLATE (TYP) XJ.4 VENEER -SEE ARCH BEAM T/SLAB SEE PLAN CFS FRAMED WALL - SEE ARCH SEE 4/S214 FOR BALANCE OF BALCONY ATTACHMENT DETAILS FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 NOTE: BRICK RELIEF ANGLE BEYOND AT EXTENTS OF BALCONY VENEER BEYOND -SEE ARCH STEEL BALCONY OUTRIGGER HORIZONTAL LEG OF COPED RELIEF ANGLE, SEE 3/S214 OUTRIGGER PLAN SEE ARCH x21.9 T/SLAB SEE PLAN SEE ARCH EOS BEAM (TYP) SLAB CORNICE FRAMING - SEE ARCH SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE VENEER -SEE ARCH CFS FRAMED WALL - SEE ARCH WOOD FRAMED WALL - SEE ARCH VENEER -SEE ARCH 11.5 T/SLAB SEE PLAN BEAM VENEER -SEE ARCH (TYP) SLAB SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE 11.5 SEE ARCH EOS FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 T/SLAB SEE PLAN OUTRIGGERS 1'-6" AND LARGER SEE ARCH OUTRIGGER PLANS OUTRIGGERS @ 2'-0" OC AT WIDE CORNICE VENEER -SEE ARCH VENEER -SEE ARCH (2) 1/2" BOLTS TACK WELDED TO EDGE PLATE WOOD FRAMED WALL - SEE ARCH SLAB BEAM 1 1/4"3 1/2"1 1/4"5 1/2"1 3/4"3 3/4"4"3/16 LSL SLOTS FOR 1/2" BOLTS HSS2x2x1/4 PL 1/2x6x5 1/2"ADETAIL 'A' CFS FRAMED WALL - SEE ARCH H.9 T/SLAB SEE PLAN SEE ARCH EOS SLAB VENEER -SEE ARCH WOOD FRAMED WALL - SEE ARCH VENEER - SEE ARCH CFS FRAMED WALL - SEE ARCH CORNICE -SEE ARCH FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 PRE-MANUFACTURED CANOPY -SEE ARCH 3/16 1/4" BENT PLATE 3/16 1/4" BENT PLATE F.4 SEE ARCH EOS FOR BALANCE OF INFO AT SLAB EDGE T/SLAB SEE PLAN WOOD FRAMED WALL - SEE ARCH SLAB BEAM CFS FRAMED WALL - SEE ARCH SEE 8/S416 EX SLAB EX BEAM AIR SPACE - SEE ARCH CHANNEL 19.7 FOR BALANCE OF INFO AT SLAB EDGE T/SLAB SEE PLAN WOOD FRAMED WALL - SEE ARCH SLAB BEAM CFS FRAMED WALL - SEE ARCH SEE 8/S416 SEE ARCH EOS CHANNEL VENEER -SEE ARCH VENEER -SEE ARCH F.8 T/SLAB SEE PLAN SLAB FOR BALANCE OF INFO AT SLAB EDGE WOOD FRAMED WALL SEE 8/S416 L4x4x3/8 CONT CONC WALL (CW) 3/4"Ø HILTI KWIK-BOLT 3 MECHANICAL ANCHOR @ 2'-6" OC (TYP) xGG.1 FOR BALANCE OF INFO AT SLAB EDGE T/SLAB SEE PLAN SEE 8/S416 EOD - SEE ARCH WOOD FRAMED WALL - SEE ARCH BEAM CFS FRAMED WALL - SEE ARCH CHANNEL SLAB SEE 6/S424 FOR BALANCE OF INFO @ OUTRIGGER OUTRIGGER @ 2'-0" OC AT WIDE CORNICE xJ.1 xJ.2 2' - 10" T/SLAB SEE PLAN SLAB FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 CFS FRAMED WALL - SEE ARCH BEAM (TYP) EX STRUCTURE 2" EXP. JT. SEE ARCH CFS FRAMED WALL - SEE ARCH VENEER -SEE ARCH NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE 2 5/8"6"3 3/8"1' - 0"2"1' - 0"2" 1' - 4"1 7/8"MASONRY WALL 3/4"Ø A325 THR'D ROD w/ HILTI HIT- HY 200 ADHESIVE (11" EMBED) 1/2"x12"x16" PLATE HSS5x3x5/16 ASECTION 'A' MASONRY WALL BALCONY OUTRIGGER 3/4"Ø A325 THR'D ROD w/ HILTI HIT- HY200 ADHESIVE (11" EMBED) 1/2"x12"x16" PLATE CONC WALL 3 3/8"6"2 5/8"T/CW SEE PLAN 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 SECTIONS & DETAILS S424WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 05-03-2021 SCALE:S4243/4" = 1'-0" 1SECTION SCALE:S4243/4" = 1'-0" 2SECTION SCALE:S4243/4" = 1'-0" 3SECTION SCALE:S4243/4" = 1'-0" 4SECTION SCALE:S4243/4" = 1'-0" 5SECTION SCALE:S4243/4" = 1'-0" 6SECTION SCALE:S4243/4" = 1'-0" 7SECTION SCALE:S4243/4" = 1'-0" 9SECTION SCALE:S4243/4" = 1'-0" 10SECTION SCALE:S4243/4" = 1'-0" 11SECTION SCALE:S4243/4" = 1'-0" 12SECTION SCALE:S4243/4" = 1'-0" 13SECTION SCALE:S4241 1/2" = 1'-0" 8SECTION