Loading...
HomeMy WebLinkAboutS409 - WOOD FRAMING DETAILSTRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) 5/8" OSB SHEATHING 2x4 BRACING @ 16" OC 2x6 NAILER SHEATHING TRUSS T/PARAPET +(SEE ARCH) 2x4 PARAPET FRAMING @ 16" OC LADDER TYPE WOOD TRUSS - MATCH WALL FRAMING BELOW SHEATHING BRICK VENEER - SEE ARCH 2x4 BRIDGING @ 4'-0" OC 2x4 @ 24" OC SIMPSON 'HU24TF' JOIST HANGER TRUSS BRG +(SEE PLAN) 2x12 BLOCKING BETWEEN TRUSSES (OMIT @ MECH DUCTS) SHEATHING TRUSS WOOD FRAMED WALL (W) TOE-NAIL TRUSS w/ (2) SIMPSON STRONG - DRIVE 'SDWC' TRUSS SCREWS (1 EA FACE) DBL CAP PLATE TRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) 5/8" OSB SHEATHING 2x4 BRACING @ 16" OC 2x6 NAILER SHEATHING TRUSS T/PARAPET +(SEE ARCH) L6x4x3/8 (GALV) 8" BEARING EA END HEADER (SEE PLAN) BRICK VENEER - SEE ARCH 2x4 BRIDGING @ 4'-0" OC 2x4 @ 24" OC SIMPSON 'HU24TF' JOIST HANGER 2x4 PARAPET FRAMING @ 16" OC 5/8" OSB SHEATHING 2x4 @ 24" OC SIMPSON 'H2.5A' TIE 2x4xCONT SHEATHING 2x4 NAILER TRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) 5/8" OSB SHEATHING 2x4 BRACING @ 32" OC SHEATHING TRUSS T/PARAPET +(SEE ARCH) L6x4x3/8 (GALV) 8" BEARING EA END HEADER (SEE PLAN) BRICK VENEER - SEE ARCH 2x4 BRIDGING @ 4'-0" OC 2x4 PARAPET FRAMING @ 16" OC 5/8" OSB SHEATHING 2x4 @ 24" OC SIMPSON 'H2.5A' TIE 2x4xCONT SHEATHING 2x4 NAILER 2x4 PARAPET FRAMING @ 16" OC 2x8 RAFTERS @ 24" OC MAX SHEATHING DOUBLE TRUSS SHEATHING 3' - 7 1/4" TRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) SHEATHING TRUSS T/PARAPET +(SEE ARCH) 2x4 PARAPET FRAMING @ 16" OC 1" APA PERFORMANCE RATED RIM BOARD SHEATHING VENEER - SEE ARCH TOE-NAIL TRUSS w/ (2) SIMPSON STRONG - DRIVE 'SDWC' TRUSS SCREWS (1 EA FACE) DBL CAP PLATE 5/8" OSB SHEATHING 2x10 RIM BOARD DBL CAP PLATE SIMPSON 'H2.5A' TIE 2x8 RAFTER @ 24" OC MAX 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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 RIGHT 2015 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) By: Developer: Project: WOOD FRAMING DETAILS S409 Park East Retail Carmel, Indiana KLS CRR 12/22/16 05/28/17 No. Date Description SCALE: 3/4" = 1'-0" S409 ROOF SECTION 1 SCALE: 3/4" = 1'-0" S409 ROOF SECTION 2 SCALE: 3/4" = 1'-0" S409 ROOF SECTION 3 SCALE: 3/4" = 1'-0" S409 ROOF SECTION 4 SCALE: 3/4" = 1'-0" S409 ROOF SECTION 5 04/16/18 Nick Mishler