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HomeMy WebLinkAboutS423 - SECTIONS & DETAILSEXTENDED TRUSS END VERTICAL w/ INTERNAL TRUSS FRAMING. PARAPET ELEVATION VARIES, COORD w/ ARCHITECTURAL EDGE BLOCKING FULL DEPTH BLOCKING, FASTEN SHEATHING BOTH SIDES WITH 10d @ 6" CORNICE -SEE ARCH FULL DEPTH BLOCKING - FASTEN SHEATHING BOTH SIDES w/ 10d @ 6" OC CFS FRAMED WALL (SW, W) BY CFS DESIGNER NOTE: UPLIFT STRAPPING TO BE PROVIDED BY CFS DESIGNER 6" CFS CONT. LEDGERS w/ 3/4"x4" EMBED HILTI KWIK BOLT 3 @ 2'-0" OC 8" BOND BEAM w/ (2)#5 CONT B/BB +48' - 0"CONT TOP & BOTTOM2' - 0" BOND BEAM w/(2)#5HOIST BEAM, VERIFY POSITION AND ELEVATION REQUIREMENTS WITH ELEVATOR MFR PROVIDE HSS2 1/2x2 1/2X1/4 AT TOP FLANGE OF BEAM. SHEATHING CFS FRAMED WALL (SW, W) BY CFS DESIGNER ROOFING & INSULATION - SEE ARCHROOF DECK 6" CFS BETWEEN TRUSS BLOCKING, FASTEN BOTH SIDES OF SHEATHING w/ 10d @ 6" CFS ROOF TRUSS BY CFS DESIGNER ROOFING & INSULATION - SEE ARCH NOTE: TRUSS VERTICAL FOR PARAPET FRAME DESIGNED FOR H/600 TOTAL DEFLECTION PARAPET INTEGRATED w/ TRUSS FRAMING T/PARAPET SEE ARCH SHEATHING CFS GIRDER TRUSS (TYP) BY CFS DESIGNER CFS JACK TRUSS (TYP) BY CFS DESIGNER TRUSS-TO-TRUSS CONNECTION BY TRUSS DESIGNER GYP CONT TO DECK (TYP) END VERT EXTENSION ON TRUSS ENDS SEE 1/S422 SEE ARCHITECT FOR TAPERED FOAM CRICKETS, CANTS, AND DRAINS. SLOPE PER ARCH FOR FRAMING AT SHAFT OPENING FLOOR SHEATHING CFS FRAMED WALL (SW, W) BY CFS DESIGNER CFS FLOOR TRUSS (TOP CHORD BEARING) ROOF TRUSS SIMPSON HURRICANE CLIP (TYP) ROOFING & INSULATION - SEE ARCH CFS FRAMED WALL (SW, W) BY CFS DESIGNER FRAMED WALL (SW, W) BY CFS DESIGNER SHEAR BLOCK TRUSS BETWEEN TRUSSES (TYP) FULL DEPTH BLOCKING 6" CONT. CFS LEDGER T&B w/ 3/4"x4" EMBED HILTI KWIK BOLT 3 @ 1'-4" OC INTO GROUTED BLOCK. FASTEN TRUSS CHORDS TO LEDGERS w/ 12d @ 6" OC 8" BOND BEAM w/ (2) #5 CONT SHEATHING CFS JOIST BY CFS DESIGNER 8" KO BOND BEAM w/ (2) #5 CONT (TYP) ROOF EDGE CONNECTION -SEE TYP DETAILS CORNICE -SEE ARCH NOTE: UPLIFT STRAPPING TO BE PROVIDED BY CFS DESIGNER B/BB +48' - 0"CONT TOP & BOTTOM2' - 8" BB w/ (2) #58" BOND BEAM w/ (2) #5 CONT SHEATHING CFS JOIST 8" CFS STUD w/ 3/4"Øx4" EMBED HILTI KWIK BOLT 3 @ 1'-0" OC BOTTOM, 2'-0" OC TOP 8" KO BOND BEAM w/ (2) #5 CONT (TYP) CFS TRACK SIMPSON S/LBV JOIST HANGER FASTEN SHEATHING TO BOTH RAKED WALLS #10 SELF TAPPING SCREWS @ 6" OC CFS RAKED SHEAR WALLS 8" CFS BOXED BEAM BY CFS DESIGNER CFS-TO-CFS CONNECTION BY CFS DESIGNER PT 2x8 PLATE w/ 1/2"x4" EMB EXP ANCHORS @ 2'-0" OC INTO BOND BEAM w/ (2) #5 CONT. PT 2x8 PLATE w/ 1/2"x4" EMB EXP ANCHORS @ 2'-0" OC INTO BOND BEAM w/ (2) #5 CONT. CFS-TO-CFS CONNECTION BY CFS DESIGNER CMU WALL (MW) CMU WALL (MW) 8" KO BOND BEAM w/ (2) #5 CONT ROOFING & INSULATION - SEE ARCH CFS-TO-CFS CONNECTION BY CFS DESIGNER CFS ROOF TRUSS (TYP) BY CFS DESIGNER CFS FRAMED WALL (SW, W) BY CFS DESIGNER CFS SHEAR BLOCK TRUSS ROOF SHEATHING 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 S423WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 04/27/20 SCALE:S4233/4" = 1'-0" 1SECTION SCALE:S4233/4" = 1'-0" 3SECTION SCALE:S4233/4" = 1'-0" 2TYPICAL EOR w/ PARAPET SCALE:S4233/4" = 1'-0" 6SECTION SCALE:S4233/4" = 1'-0" 4SECTIONS SCALE:S4233/4" = 1'-0" 5SECTION SCALE:S4233/4" = 1'-0" 7SECTION SCALE:S4233/4" = 1'-0" 9ROOF @ STAIR #3 SCALE:S4233/4" = 1'-0" 8SECTION