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HomeMy WebLinkAboutS421 - SECTIONS AND DETAILSSEE ARCH FOR ROOF CONSTRUCTION & TAPERED SLAB SLOPES BEAM (TYP) WOOD FRAMED WALL T/SLAB SEE PLAN NOTE: SEE ARCH. FOR REQUIRED FLASHING AT EXTERIOR WALL/ROOFING INTERFACE XJ.4 T/SLAB SEE PLAN VENEER -SEE ARCH L6x4x1/2 -PROVIDE 1/2"Ø BOLTS @ 4'-0" OC FOR ERECTION CFS FRAMED WALL BEAM SLAB FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 L4x4x1/4 w 3/4"x3" EMBED EXP ANCHORS @ 2'-0" OC SEE 8/S416 EXPOXY DOWELS 3" INTO SLAB, TYP CMU WALL (MW) CONC WALL (CW) T/SLAB SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE x16.9 2" EXP JT - SEE ARCH SEE 8/S416 WOOD FRAMED WALL FOR BALANCE OF INFO AT SLAB EDGE T/SLAB SEE PLAN SHAFTWALL, SEE ARCH T/SLAB SEE PLAN FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 BEAM (TYP) SLAB SHAFT x17 SEE ARCH EOS FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 T/SLAB SEE PLAN SLAB BEAM VENEER -SEE ARCH L6x4x1/2 (SLV) PROVIDE 1/2"Ø BOLT @ 4'-0" OC FOR ERECTION 11.5 SEE SIDEPLATE CONNECTION DETAILS SEE 8/S416 5/16 FOR BALANCE OF INFO AT SLAB EDGE WOOD FRAMED WALL VENEER -SEE ARCH SEE 2/S421 FOR OUTRIGGERS F.8 3/16 2-12 4" @ POSTS3/16 L6x4x3/8 (SLV) CONT ROOFING & INSULATION - SEE ARCH VENEER -SEE ARCH SLAB SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE CFS FRAMED WALL -SEE ARCH 3/8"x6"x6" EMBED PLATE FOR RAILING -SEE ARCH FOR SPACING 1/2"x6" PLATE (TYP) 5/16 RAILING - SEE ARCH x21 HSS3x3x3/8 HANGER w/ 3/4" CAP TO BEAM ABOVE VENEER -SEE ARCH L5x3x1/4 SEE 12/S421 SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGEL6x4x1/2 (SLV) PROVIDE 1/2"Ø BOLT @ 4'-0" OC FOR ERECTION XJ.4 W12x26 @ MAX 8'-0" oc SEE PLAN B/B CLIPS w/ 3/4" BOLTS PL 1/2" w/(4) 3/4" A325SC BOLTS OR SHOP WELD PL 1/2" w/(4) 1" A325SC BOLTS PL 1/2" w/(4) 1" A325SC BOLTS 1/43 SIDES B/B CLIPS w/ 3/4" BOLTS SEE 8/S416 NOTES 1-DECK ORIENTATION VARIES. 2-MAX 23k TO END OF CANTILEVER. 3-MAX 66.6Kft DESIGN MOMENT VENEER -SEE ARCH FOR BALANCE OF INFO AT SLAB EDGE VENEER - SEE ARCH xH.5 H.6 HSS4x4x3/8 HANGER w/ 3/4" CAP TO BEAM ABOVE VENEER & CFS BACKUP -SEE ARCH L5x3x1/4 CONT. SEE 12/S421 VENEER - SEE ARCH CORNICE - SEE ARCH L8x8x3/8 L6x4x1/2 (SLV) PROVIDE 1/2"Ø BOLT @ 4'-0" OC FOR ERECTION FOR BEAM CONN . x21.9 SEE ARCH EOS T/SLAB SEE PLAN VENEER -SEE ARCH L6x4x1/2 (SLV) PROVIDE 1/2"Ø BOLT @ 4'-0" OC FOR ERECTION FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 x21.9 SEE 8/S416 SEE ARCH EOS VENEER -SEE ARCH L6x4x1/2 (SLV) PROVIDE 1/2"Ø BOLT @ 4'-0" OC FOR ERECTION SEE 08/S416 FOR BALANCE OF INFO AT SLAB EDGE. KICKER NOT SHOWN FOR CLARITY T/SLAB SEE PLAN CFS FRAMED WALL - SEE ARCH SEE 8/S416 T/SLAB SEE PLAN BALCONY FRAMING - SEE 04/S213 VENEER -SEE ARCH (TYP) FOR BALANCE OF INFO AT SLAB EDGE WOOD FRAMED WALL - SEE ARCH x17 1/4 W12x26 CANT STUB SEE SIDEPLATE MOMENT CONNECTION A 3"FUTURE HSS5.500x0.258 MIN 3 SIDES TO BEAM (2) 3/4"Ø A325-N THRU-BOLTS HSS6.625x0.375 OUTER SLEEVE 1/2" WELD PLATE FOR BALANCE OF INFO AT SLAB EDGE SEE 8/S416 T/SLAB SEE PLAN 1' - 2 3/4" SEE ARCH EOD x12 T/STL SEE PLAN SLAB CONC WALL (CW) CONC WALL (CW) HOIST BEAM SEE ARCH FOR SHAFT WALL INFILL T/WALL SEE PLAN FLOOR FRAMING xGG.1 SEE 12/S421 SEE 6/S424 FOR OUTRIGGERS SEE 8/S416 FOR BALANCE OF INFO AT SLAB EDGE FOR BALANCE OF INFO T/SLAB SEE PLAN WOOD FRAMED WALL CFS FRAMED WALL SLOPE CONCRETE AT BALCONY -SEE ARCH 3/8"x6"x6" EMBED PLATE FOR RAILING -SEE ARCH FOR SPACING 1/2"x6" PLATE (TYP) 5/16 1' - 4 1/8" CMU WALL (MW) CONC WALL (CW) VENEER -SEE ARCH L5x5x5/16 x 3'-0" w/ (2) 3/4"Ø x 4" EXP ANCHORS - WEST END CANTILEVERS 6" -8" TO END OF BRICK AT OUTER FACE VENEER -SEE ARCH 8"8"ROUND HSS OUTER SLEEVE 1/2" PLATE DETAIL "A" FUTURE HSS 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 S421WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author JRH 11/24/21 02/21/20 SCALE:S4213/4" = 1'-0" 1SECTION SCALE:S4213/4" = 1'-0" 2SECTION SCALE:S4213/4" = 1'-0" 4SECTION SCALE:S4213/4" = 1'-0" 6SECTION SCALE:S4213/4" = 1'-0" 5SECTION SCALE:S4213/4" = 1'-0" 7SECTION SCALE:S4213/4" = 1'-0" 8SECTION SCALE:S4213/4" = 1'-0" 10SECTION SCALE:S4213/4" = 1'-0" 11SECTION SCALE:S4213/4" = 1'-0" 12SECTION SCALE:S4213/4" = 1'-0" 9SECTION SCALE:S4213/4" = 1'-0" 13SECTION SCALE:S4213/4" = 1'-0" 14SECTION SCALE:S4213/4" = 1'-0" 15SECTION SCALE:S4213/4" = 1'-0" 16SECTION SCALE:S4213/4" = 1'-0" 17SECTION SCALE:S4213/4" = 1'-0" 3SECTION SCALE:S4213/4" = 1'-0" 18SECTION