Loading...
HomeMy WebLinkAboutS420 - SECTIONS AND DETAILSx21.9 T/SLAB SEE PLAN T/STL SEE PLAN T/SLAB SEE PLAN T/STL SEE PLAN VENEER -SEE ARCH L4x3x5/16 (LLH) DECK SUPPORT SEE ARCH FOR EXP JOINT TO PARKING STRUCTURE SLAB SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE SEE ARCH SEE ARCH KICKERS @ 4'-0" MAX x21.9 x22 2" EXP JT - SEE ARCH SLAB T/SLAB SEE PLAN T/STL SEE PLAN EX STRUCTURE SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE KICKER AT EA FLOOR BEAM AND COL FLANGE & HOLD -DOWN PLATE SEE ARCH L4x4x1/4 w/ (1)3/4 BOLT 3/16 F.4 SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE T/SLAB SEE PLAN T/STL SEE PLAN SLAB BEAM (TYP) EX BEAM EX STRUCTURE SHAFT WALL, SEE ARCH CFS FRAMED WALL) AIR SPACE SEE ARCH 19.7 T/SLAB SEE PLAN T/STL SEE PLAN CFS FRAMED WALL CFS FRAMED WALL, SEE ARCHBEAM (TYP) SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE 3/8" PL OR 3/8" ANGLE w/ (2) 3/4" BOLTS TYP 1/2" PL w/ (2) 3/4" BOLTS 3/16 2 3/16 3 TYP SEE ARCH VENEER -SEE ARCH F.8 T/SLAB SEE PLAN T/STL SEE PLAN BEAM (TYP) VENEER - SEE ARCH CFS FRAMED WALLFOR BALANCE OF INFO AT SLAB EDGES SEE 8/S416 3/8" PL OR 3/8" ANGLE w/ (2) 3/4" BOLTS TYP 1/2" PL w/ (2) 3/4" BOLTS EA SIDE SEE ARCH 3/16 2 G.1 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 BEAM (TYP) VENEER - SEE ARCH CFS FRAMED WALL KICKERS EA CANT BEAM AND EACH CORNER SEE 5/S420 SEE ARCH FOR BEAM CONNECTION xGG.1 FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 T/SLAB SEE PLAN T/STL SEE PLAN BEAM (TYP) VENEER - SEE ARCH CFS FRAMED WALL SEE ARCH SEE 5/S420 KICKERS EA CANT BEAM FOR BEAM CONNECTION F.8 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 SLAB BEAM (TYP) CFS FRAMED WALL CFS FRAMED WALL SEE 5/S420 FOR BEAM CONN VENEER - SEE ARCH xJ.1 xJ.2 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 CFS FRAMED WALL EX STRUCTURE SLAB SEE ARCH VENEER SEE ARCH SEE 5/S420 . FOR BEAM CONN NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE H.9 xJ VENEER -SEE ARCH T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 EX STRUCTURE 2" EXP JT - SEE ARCHSEE ARCH KICKERS @ 4'-0" OC CFS FRAMED WALL, SEE ARCH H.9 xJ 2 3/4" EXP JT - SEE ARCH STOREFRONT -SEE ARCH T/SLAB SEE PLAN T/STL SEE PLAN EX STRUCTURE FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 KICKERS @ 4'-0" OC EOS SEE ARCH xJ.5XJ.4 T/SLAB SEE PLAN T/STL SEE PLAN 2" EXP JT - SEE ARCH FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 VENEER -SEE ARCH BEAM CFS FRAMED WALL KICKERS @ 4'-0" MAX 2"SEE ARCH NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE x21 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 VENEER -SEE ARCH CFS FRAMED WALL BEAM 2" EXP JT - SEE ARCH KICKERS @ 4'-0" OC MAX EX PC WALL VIF SEE ARCH EOS xH.5 H.6 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 CFS FRAMED WALL -SEE ARCH VENEER -SEE ARCH EX PC WALL BEAM KICKERS @ 4'-0" OC MAX SEE ARCH EOS xH.5 H.6 T/SLAB SEE PLAN T/STL SEE PLAN 2" EXP JT - SEE ARCH EX STRUCTURE VENEER -SEE ARCH BEAM FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 SEE 5/S420 FOR BEAM CONN NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE SEE ARCH EOS CFS FRAMED WALL -SEE ARCH T/SLAB SEE PLAN T/STL SEE PLAN SHAFT WALL -SEE ARCH BEAM (TYP) FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 x16.9 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 CONC WALL (CW) BEAM 2" CFS FRAMED WALL -SEE ARCH xJ.1 xJ.2 MC12X40 3/16 T/SLAB SEE PLAN T/STL SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 EX STRUCTURE 2" EXP JT - SEE ARCH EP6 @ W24 1/4 6 1/4 6 6"1' - 2"EMBED @ MC12: PL 5/8 w/ (3) 3/4"x6" HS F/WALL BEYOND NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE xJ.1 EX STRUCTURE CONC WALL (CW) T/STL SEE PLAN BEAM NOTE: SEE ARCH FOR NOTCH DIMENSIONS AT EXISTING STRUCTURE 1/4 2" EXP JT - SEE ARCH L4x4x1/2 1/4 1/2"x7"x7" BASE PLATE w/ (4) 1/2"x4" EMBED EXPANSION ANCHORS IN EX WALL VENEER SEE ARCH EX PC WALLS F.8 VENEER SEE ARCH 3/16 2-12 L3x3x1/4 CFS FRAMED WALL -SEE ARCH 11.5 L6x4x3/8 w/ 3/8" BAR 1/4 2-12 1/4 2-12SEE 8/S416 1/4"SEE PLAN SEE ARCH EOS FOR BALANCE OF INFO AT SLAB EDGE VENEER -SEE ARCH CFS FRAMED WALL - SEE ARCH CFS FRAMED WALL -SEE ARCH x21.9 x22 T/SLAB SEE PLAN T/STL SEE PLAN BEAM FUTURE SLAB OPENING 5/8" EXP JT - SEE ARCH EXISTING STRUCTURE VENEER -SEE ARCH CONC SLAB SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE SEE ARCH EOS 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 AND DETAILS S420WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 03/13/20 SCALE:S4203/4" = 1'-0" 2SECTION SCALE:S4203/4" = 1'-0" 1SECTION SCALE:S4203/4" = 1'-0" 3SECTION SCALE:S4203/4" = 1'-0" 4SECTION SCALE:S4203/4" = 1'-0" 5SECTION SCALE:S4203/4" = 1'-0" 6SECTION SCALE:S4203/4" = 1'-0" 7SECTION SCALE:S4203/4" = 1'-0" 8SECTION SCALE:S4203/4" = 1'-0" 9SECTION SCALE:S4203/4" = 1'-0" 10SECTION SCALE:S4203/4" = 1'-0" 12SECTION SCALE:S4203/4" = 1'-0" 11SECTION SCALE:S4203/4" = 1'-0" 13SECTION SCALE:S4203/4" = 1'-0" 14SECTION SCALE:S4203/4" = 1'-0" 15SECTION SCALE:S4203/4" = 1'-0" 16SECTION SCALE:S4203/4" = 1'-0" 17SECTION SCALE:S4203/4" = 1'-0" 18SECTION SCALE:S4203/4" = 1'-0" 19SECTION SCALE:S4203/4" = 1'-0" 20SECTION SCALE:S4203/4" = 1'-0" 21SECTION SCALE:S4203/4" = 1'-0" 22SECTION SCALE:S4203/4" = 1'-0" 23SECTION