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HomeMy WebLinkAboutS620 - TYPICAL WOOD ROOF FRAMING DETAILS (TRUSSES)ROOF TRUSSES ROOF SHEATHING SHEARWALL SHEARWALL EDGE NAILING SEE SHEARWALL SCHEDULE 2 -16d 2x BLOCKING AT 72" O.C. HORIZONTAL DIAPHRAGM EDGE NAILING ROOF SHEATHING1/4" 12" 2x6 EXTERIOR WALL (2) 2x PLATES ROOF TRUSS SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS SEE ARCH. DRAWINGS CONTINUE WALL SHEATHING TO TOP OF TRUSS CONTINUOUS 2x4 RIBBON BOARD ROOF SHEATHING1/4" 12" 2x6 EXTERIOR WALL (2) 2x PLATES ROOF TRUSS AT LOW END 2'-0" MINSIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS SEE ARCH. DRAWINGS CONTINUE WALL SHEATHING TO TOP OF TRUSS CONTINUOUS 2x4 RIBBON BOARD ROOF SHEATHING1/4" 12" 2x4 CORRIDOR SHEARWALL -SEE PLAN FOR LOCATION (2) 2x PLATES ROOF TRUSS (2) 2x PLATES BLOCK TRUSSES BETWEEN ROOF TRUSSES -SEE PLAN-DESIGN FOR 225 LB/FT AXIAL LOAD ALONG LENGTH OF TRUSS-THUS TOTAL AXIAL LOAD = 115 LBS/FT x LENGTH OF TRUSS SIMPSON A34 CLIP 2x4 CORRIDOR SHEARWALL -SEE PLAN FOR LOCATION SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS SIMPSON A34 CLIP SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS SHEAR WALL EDGE NAILING -SEE SHEARWALL SCHEDULE SEE ARCH. DRAWINGS DISCONTINUOUS TOP PLATE 48" LONG TIE/CAP PLATE TO CONNECT ADJACENT WALL PLATES FASTEN w/ 16d NAILS EACH SIDE POSSIBLE JOINT IN SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD. (SUCH AS PRE-FAB WALL PANEL JOINT OR WALL WITH DOUBLE STUDS).; SEE DETAIL 1/S610 FOR ADDITIONAL INFORMATION NOTE:DETAIL IS FOR EXTERIOR WALLS, BEARING WALLS AND SHEAR WALLS. FOR OTHER WALLS FOLLOW THE REQUIREMENTS OF THE IBC BUILDING CODE. ROOF SHEATHING1/4" 12" TRUSS SUPPLIER PROVIDE WEB OPENING AS SHOWN FOR ALL MECHANICAL DUCTS 8" OR LARGER; COORDINATE LOCATIONS WITH MECHANICAL DRAWINGS 8d AT 12" ROOF SHEATHING SHEARWALL SHEATHING SHEARWALL EDGE NAILING -SEE SHEARWALL SCHEDULE PARTY WALL 2x BLOCKING AT 5'-0" O.C.SIMPSON H2.5A CLIP, MIN. AT EACH TRUSS (2) -16d BLOCKING TRUSSES BETWEEN ROOF TRUSSES SEE PLAN ROOF TRUSS OR DRAG TRUSS IF ABOVE SHEARWALL SIMPSON A35 CLIP 2x4 BRACE AT 5'-0" AT BLOCKING TOENAIL WITH 2-16d HORIZONTAL DIAPHRAGM EDGE NAILING SIMPSON A34 CLIP 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. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:42 PMS620 TYPICAL WOOD ROOF FRAMING DETAILS (TRUSSES)THE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL RJSNOT FORCONSTRUCTIONNOT-TO-SCALE1SHEARWALL - TRUSSES PARALLEL NOT-TO-SCALE2ROOF TRUSS AT EXTERIOR BEARING WALL HIGH END NOT-TO-SCALE3ROOF TRUSS AT EXTERIOR BEARING WALL LOW END NOT-TO-SCALE5ROOF TRUSSES AT CORRIDOR WALLS NOT-TO-SCALE6WALL CONTINUITY CAP PLATE DETAIL NOT-TO-SCALE4WEB OPENING FOR MECHANICAL DUCT SCALE: 3/4" = 1'-0"7 SUPPORT BEAM - TRUSS PARALLEL Revision ID Transmittal Set Date Transmittal Set Name