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HomeMy WebLinkAboutS425 - SECTIONS & DETAILSCFS FRAMED WALL -SEE PLAN FLOOR SHEATHING FLOOR TRUSS (TYP)CFS BOXED BEAM BY CFS DESIGNER 8" CFS FRAMING - SEE PLAN SHEATHING CONC PAVERS -SEE ARCH SLOPED CONCRETE -SEE ARCH CFS FRAMED WALL - SEE PLAN SHEATHING PROVIDE BLOCKING BETWEEN STUDS BEARING & LATERAL STABILITY NOTE: VERTICAL PARAPET FRAMING TO BE INTEGRAL w/ WALL STUDS PROVIDE ADJACENT STUD TO ATTACH TO TOP AND BOTTOM WALL STUD 2" EXP JT CFS FRAMED WALL (SW, W) BY CFS DESIGNERSEE ARCH FOR REQ'D FIRE PROOFING CFS FRAMED WALL (SW, W) BY CFS DESIGNER SHEATHING CFS FLOOR TRUSS (TYP) BY CFS DESIGNER T/DECK (SEE PLAN) CFS GIRDER TRUSS BY DESIGNER T/DECK (SEE PLAN) CFS FLOOR TRUSS (TYP) CFS FRAMED WALL (SW, W) BY CFS DESIGNER SHEATHING SHEATHING H.3 CFS FLOOR TRUSS (TYP) BY CFS DESIGNER CFS GIRDER TRUSS BY CFS DESIGNER CFS FRAMED WALL (SW, W) BY CFS DESIGNER STAIR CFS ROOF TRUSS (TYP) BY CFS DESIGNER SHEATHING, TYP. TRUSS TO TRUSS CONNECTION BY CFS DESIGNER 1 S426 VENEER -SEE ARCH CFS FRAMED WALL BY CFS DESIGNER PROVIDE ADJACENT STUD TO BE ATTACHED TOP & BOTTOM TO TRUSS & WALL STUD. FASTENERS & CONNECTION BY CFS DESIGNER FLOOR SHEATHING FLOOR TRUSS BY CFS DESIGNER CFS FRAMED WALL (W, SW) BY CFS DESIGNER NOTE: AT ALTERNATE FOR FULL DEPTH BRICK AT UPPER 6TH & 7TH FLOORS, ALIGN STUDS FOR FULL DEPTH BRICK. T/6TH FLR DECK +(SEE PLAN) SHEATHING STEEL JOISTS CFS TRUSS BY TRUSS DESIGNER CFS GIRDER TRUSS NOTE: CFS TO CFS TRUSS CONNECTION PER CFS DESIGNER JOIST HANGER, BY CFS DESIGNER SHEATHING CFS FLOOR TRUSS, BY CFS DESIGNER CFS FRAMED WALL - SEE PLAN (TYP.) SHEATHING CFS FRAMED WALL (SW, W), BY CFS DESIGNER T/SHEATHING SEE PLAN TOP TRACK, NOTCH FOR STUD AS REQUIRED STUD-TO-STUD SCREW CONNECTION, BY CFS DESIGNER ADJACENT 10" STUD ATTACHED TO LOWER FLOOR WALL FRAMING AT EACH VERTICAL WALL STUD. MAX 24" LONG STUD. NOTCH SHEATHING AS REQUIRED, TYP. VENEER, SEE ARCH RAILING -SEE ARCH L3x3x1/4 (CONT) CFS FRAMED WALL BEYOND BY CFS DESIGNER CFS FLOOR TRUSS BY CFS DESIGNER TYP HSSCHANNEL TYP F.4 9 S423 SHEATHING TREX PAVER TILES ON PEDISTALS -SEE ARCH SLOPED CONCRETE -SEE ARCH CFS FRAMED WALL BEYOND BY CFS DESIGNER CFS JOIST BY CFS DESIGNER MIN 12 GA @ RAILING CONNECTION (TYP.) (2) 5/8"Ø THRU-BOLTS L4x4x3/16 (TYP) (4) 1/4"Ø SELF -TAPPING SCREWS EACH LEG AT CFS JOIST BLOCKING BETWEEN STUDS FOR FLOOR JOIST BEARING (TYP.) FULL DEPTH BLOCKING AT RAILING FRAMING (TYP.) NOTE: MAXIMUM SPACING OF RAILING 4'-0" OC (TYP) RAILING -SEE ARCH x21.4 x21.5 3/16 TYP PRE-FABRICATED CANOPY - SEE ARCH 1/4" KNIFE PLATE 1/4" BENT PLATE L3x3x1/4 BRACE UP TO NEXT BEAM HSS4x4x1/4 @ 4'-0" OC 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 S425WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 06/10/21 SCALE:S4253/4" = 1'-0" 1SECTION SCALE:S4253/4" = 1'-0" 2SECTION SCALE:S4253/4" = 1'-0" 3SECTION SCALE:S4253/4" = 1'-0" 4SECTION SCALE:S4253/4" = 1'-0" 5SECTION SCALE:S4253/4" = 1'-0" 6SECTION SCALE:S4253/4" = 1'-0" 7SECTION SCALE:S4253/4" = 1'-0" 8SECTION SCALE:S4253/4" = 1'-0" 9SECTION SCALE:S4253/4" = 1'-0" 10SECTION SCALE:S4253/4" = 1'-0" 11SECTION