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HomeMy WebLinkAboutS422 - SECTIONS & DETAILSTOP CORD BEARING CORRIDOR TRUSSES CFS BLOCKING BEWEEN TRUSSES IN-FILL FRAMING BELOW BEAM AFTER SHAFTWALL INSTALLATION IS COMPLETE CFS BOXED BEAM BY CFS DESIGNER SEE ARCH FOR SHAFT WALL ATTACHMENTS TO FRAMING SHAFT CFS FLOOR TRUSS BY CFS DESIGNER CORRIDOR CFS WOOD FRAMED WALL (W, SW) SHEATHING CFS TRUSS VENEER -SEE ARCH SHEATHING SHEATHING CFS FLOOR TRUSS CFS FRAMED WALL - SEE PLAN (TYP.) SHEATHING CFS FRAMED WALL (SW, W) T/SHEATHING SEE PLAN SHEATHING FLOOR TRUSS WOOD FRAMED WALL - SEE PLAN (TYP.) NOTE: 1. STAGGER FLOOR TRUSS BEARING TO ACHIEVE FULL BOTTOM CHORD TRUSS BEARING ON WALL TOP PLATE. 2. UPLIFT STRAPPING TO BE PROVIDED BY CFS DESIGNER TRUSS BRG SEE PLAN SHEATHING CFS TRUSS BY CFS DESIGNER SIMPSON HU414 FACE MOUNT HANGER TO MASONRY w/ 1/4"Ø TITEN 2 SCREWS INTO BOND BEAM CMU WALL (MW) PROVIDE (1) KO BOND BEAM w/ (2) #5 CONT AT JOIST BEARING ELEVATION CONT LEDGER w/ 5/8"Ø HILTI KWIK BOLT 3 @ 48" OC SHEATHING CORRIDOR TRUSS (TOP CHORD BEARING) CFS TRUSS BY TRUSS DESIGNER CFS GIRDER TRUSS NOTE: CFS TO CFS TRUSS CONNECTION PER CFS DESIGNER CFS FRAMED WALL BY CFS DESIGNER CFS WALL BOTTOM TRACK BY CFS DESIGNER SHEATHING NOTE: ALIGN ALL FLOOR TRUSSES WITH WALL STUDS, UNLESS CFS DESIGNER HAS ACCOUNTED FOR TOP PLATE BENDING AS PART OF CFS DESIGN SHEATHING CFS TRUSS BY CFS DESIGNER (TYP) CFS TRUSS TO TRUSS CONNECTION BY CFS DESIGNER SHEATHING TRUSS SHEATHING WOOD FRAMED WALL (SW, W)6 1/4" SEE ARCHROOF PAVERS - SEE ARCH 4" CONC -SEE ARCH FOR SLOPES TO DRAIN T/JOIST +49'-4 1/4" TRUSS-TO-TRUSS CONNECTION BY CFS DESIGNER SHEATHING CFS FRAMED WALL (SW, W) BY CFS DESIGNER ROOF PAVERS - SEE ARCH 4" CONC -SEE ARCH FOR SLOPES TO DRAIN CFS BEAM BY CFS DESIGNER CFS FRAMED WALL (SW, W) BY CFS DESIGNER VENEER -SEE ARCH NOTE: 1. SEE ARCH FOR ALL FLASHING & WATER PROOFING DETAILS. 2. UPLIFT STRAPPING TO BE PROVIDED BY CFS DESIGNER VERTICALLY CANTILEVER STUD PAST BALCONY FLOOR FRAMING FOR PARAPET SUPPORT CFS FRAMED WALL (SW, W) NOTE: 1. STAGGER JOISTS TO ALLOW FOR FULL BEARING OF ROOF TRUSSES ON WALL TOP PLATE 2. UPLIFT STRAPPING TO BE PROVIDED BY CFS DESIGNER SHEATHING CFS SHEAR BLOCK TRUSS SHEATHING CFS ROOF TRUSS (TYP) BY CFS DESIGNER #12 TEK SCREWS @ 12" OC FLOOR SHEATHING CMU WALL (MW) CFS GIRDER TRUSS 8 S422 CFS COLUMN BY CFS DESIGNER TRUSS-TO-TRUSS CONNECTIONS BY CFS DESIGNER FIRE RATED CFS FLOOR TRUSS -SEE ARCH FOR REQ'D FIRE RATING SHAFT WALL - SEE ARCH SHEATHING KICKER @ 4'-0" OC (TYP) CFS FLOOR TRUSS (TYP) SHAFT WALL -SEE ARCH (2) #12 SELF DRILLING SCRES TO BOTTOM CHORD, TYP EACH SIDE CFS FRAMED WALL (W, SW) SHEATHING CFS TRUSS -BY CFS DESIGNER VENEER -SEE ARCH SHEATHING VENEER -SEE ARCH PROVIDE TOP OF WALL ATTACHMENT CFS FRAMED WALL (W, SW) BY CFS DESIGNER SHEATHING CFS ROOF JOIST - BY CFS DESIGNER CFS FRAMED WALL - BY CFS DESIGNER SHEATHING CFS FRAMED WALL (SW, W) T/SHEATHING SEE PLAN T/PARAPET SEE ARCH VERTICAL FRAMING AT PARAPET - BY CFS DESIGNER CORNICE FRAMING - SEE ARCH VENEER - SEE ARCH NOTE: VERTICAL PARAPET FRAMING TO BE INTEGRAL w/ TRUSS OR ATTACHED TO SIDE OR TRUSS IN THE FIELD. CFS DESIGNER PROVIDE TYPICAL RAILING LOADS OR WALL STUD AT ALL BALCONIES. PROVIDE BLOCKING BETWEEN STUDS BEARING & LATERAL STABILITY PROVIDE ADJACENT STUD TO ATTACH TO TOP AND BOTTOM WALL STUD BALCONY DECK - SEE ARCH HSS BENT PLATE PAVER PEDISTALS - SEE ARCH CONC. TOPPING - SEE ARCH. CFS JOISTS SHEATHING 16 GA POUR STOP 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 S422WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 04/27/20 SCALE:S4223/4" = 1'-0" 1SECTION SCALE:S4223/4" = 1'-0" 3EXT WALL PRLL TO TRUSS SCALE:S4223/4" = 1'-0" 2SECTION SCALE:S4223/4" = 1'-0" 4SECTION SCALE:S4223/4" = 1'-0" 5SECTION SCALE:S4223/4" = 1'-0" 6SECTION SCALE:S4223/4" = 1'-0" 7SECTION SCALE:S4223/4" = 1'-0" 8SECTION SCALE:S4223/4" = 1'-0" 9SECTION SCALE:S4223/4" = 1'-0" 10SECTION SCALE:S4223/4" = 1'-0" 11SECTION SCALE:S4223/4" = 1'-0" 12SECTION SCALE:S4223/4" = 1'-0" 13SECTION SCALE:S4223/4" = 1'-0" 14SECTION SCALE:S4223/4" = 1'-0" 15SECTION SCALE:S4223/4" = 1'-0" 16SECTION