Loading...
HomeMy WebLinkAboutS610 - TYPICAL WOOD FLOOR FRAMING DETAILS (TRUSSES)2x EXTERIOR WALL (2) 2x PLATE GYPSUM UNDERLAYMENT FLOOR SHEATHING FLOOR TRUSS (2) -2x PLATES 2x EXTERIOR WALL 2x BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS SEE PLANRIM BOARD WALL SHEATHING APPLY SHEAR WALL EDGE NAILING PATTERN AT HORIZONTAL SHEATHING JOINTS AT FLOOR LINES (2) 2x PLATE 4x2 BRACING AT 5'-0" O.C. AND AT BRIDGING, TYP. GYPSUM UNDERLAYMENT FLOOR SHEATHING FLOOR TRUSS 2x6 STRONGBACK NAIL WITH 3 -#16d SEE 1/S601 (2) -2x4 TOP PLATES 2x NAILER CONT. FLOOR TRUSS 2x4 BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS SEE PLAN2x WALL (2) 2x PLATE GYPSUM UNDERLAYMENT FLOOR SHEATHING (2) -2x4 TOP PLATES FLOOR TRUSS, TYP. PROVIDE BEARING SEAT IN TRUSSES 2x WALL NOTES: 1.TRUSSES MAY BE STAGGERED IN LIEU OF PROVIDING SEAT 2x4 BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS 1'-6" TYP.CONTINUOUS 2x BLOCKING - NAIL WITH (2) 16d NAILS GYPSUM UNDERLAYMENT FLOOR SHEATHING FLOOR TRUSS (2) -2x4 TOP PLATES FLOOR TRUSS SEE ARCH. SHEARWALL PER SCHEDULE CONT. 2x4 BLOCKING NAIL WITH (2) -16d NAILS SHEARWALL EDGE NAILING -SEE SHEARWALL SCHEDULE 2x4 BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS SEE PLANHORIZONTAL DIAPHRAGM EDGE NAILING KNEE WALL BETWEEN TRUSSES WITH SAME SHEATHING AND FASTENING AS SHEARWALL BELOW FLOOR TRUSS 2x6 STRONGBACK NAIL WITH 3 -#16d SEE 1/S6012 -2x4 TOP PLATES FLOOR TRUSS GYPSUM UNDERLAYMENT FLOOR SHEATHING SHEARWALL PER SCHEDULE 2x4 BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS SHEARWALL EDGE NAILING SEE SHEARWALL SCHEDULE HORIZONTAL DIAPHRAGM EDGE NAILING -(2) 16d NAILS AT 6" MIN. (3) 16d NAILS, TYP 4x2 BRACING AT 5'-0" AND AT EACH STRONGBACK CONTINUOUS 2x BLOCKING - NAIL WITH (2) 16d NAILS CONTINUOUS KNEE WALL - STUD SIZE AND LOCATION TO MATCH WALL ABOVE GYPSUM UNDERLAYMENT FLOOR SHEATHING TOP SUPPORTED FLOOR TRUSS FLUSH BEAM, SEE PLAN FOR SIZE TRUSS HANGERS AS REQUIRED 2x EXTERIOR WALL (2) 2x PLATE GYPSUM UNDERLAYMENT FLOOR SHEATHING FLOOR TRUSS 2x6 STRONGBACK NAIL WITH (3) -#16d FLOOR TRUSSESCONTINUOUS 2x6 2x4 BRACING AT 20'-0" O.C. MAX. AT EACH LINE OF STRONGBACKS. 2x BLOCKING EACH STUD SPACE (3) 16d NAILS, TYP TOENAIL (2) -#16d NAILS CONTINUOUS 2x8 WALL SHEATHING APPLY SHEAR WALL EDGE NAILING PATTERN AT HORIZONTAL SHEATHING JOINTS AT FLOOR LINES 2x4 PLATE (TYP) 3/4" SELF LEVELING TOPPING FLOOR DECKING FLOOR TRUSS 2 -2x4 TOP PLATES FLOOR TRUSS SEE ARCH. SHEARWALL PER SCHEDULE CONT. 2x4 BLOCKING NAIL WITH 2 -16d SHEARWALL EDGE NAILING -SEE SHEARWALL SCHEDULE 2x4 BLOCKING WHEN UPPER STUDS DO NOT ALIGN WITH TRUSS BREAK FLOOR DECKING AT BACK FACE OF STUD HEADER JAMB STUDS TYPICAL STUD BLOCKING AT JAMB STUDS SQUASH BLOCKING WHERE STUD ALIGNS WITH JOIST BLOCKING WHERE STUDS DO NOT ALIGN WITH TRUSSES FLOOR TRUSS TYPICAL STUD SQUASH BLOCKING FLOOR TRUSS SEE PLAN2x4 STUD WALL FLOOR TRUSS DRYWALL PER ARCH SHEATHING FIRE WALL HANGER DRYWALL PER ARCH 2x4 STUD WALL (2) -2x4 BOTT. PLATES BEAM PER PLAN 3/4" SELF LEVELING TOPPING FLOOR DECKING VERTICAL BLOCKING 2 x 4 (3) 16d NAILS AT THE TOP AND BOTTOM OF BLOCKING (VERTICAL BLOCKING NOT REQUIRED AT TRUSS VERTICAL WEBS NOTE: LOCATE AND INSTALL STRONGBACKS IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS, ANSI TPI SECTION 7.6.2.4, AND TO SATISFY THE FIRE RATED ASSEMBLY SPECIFIED ON THE ARCHITECTURAL DRAWINGS. 2 x 6 STRONGBACK AT 10' MAX. LOCATED AT TOP OF BOTTOM CHORD AND RESTRAINED AT EACH END. FASTEN STRONGBACK TO VERTICAL BLOCKING AT EACH TRUSS WITH (3) 16d NAILS. 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 2:20:41 PMS610 TYPICAL WOOD FLOOR FRAMING DETAILS (TRUSSES)THE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL RJSNOT FORCONSTRUCTIONNOT-TO-SCALE2EXTERIOR WALL - TRUSS PERPENDICULAR NOT-TO-SCALE3INTERIOR BEARING WALL - TRUSS EACH WAY NOT-TO-SCALE4INTERIOR BEARING WALL NOT-TO-SCALE6 DEMISING WALL AT SHEARWALL TRUSS PERPENDICULAR NOT-TO-SCALE7DEMISING WALL AT SHEARWALL - TRUSS EACH WAY NOT-TO-SCALE5FLUSH BEAM - TRUSS HANGER NOT-TO-SCALE1 TYPICAL EXTERIOR WALL TRUSS PARALLEL BALLOON FRAMING NOT-TO-SCALE9SEPARATION WALL - TRUSS PERPENDICULAR NOT-TO-SCALE10 TYPICAL BLOCKING IN FLOOR SPACE NON-ALIGNED FRAMING SCALE: 3/4" = 1'-0"11 TYPICAL BLOCKING IN FLOOR SPACE ALIGNED FRAMING SCALE: 1" = 1'-0"12 SECTION SCALE: 3/4" = 1'-0"8 STRONGBACK INSTALLATION DETAIL Revision ID Transmittal Set Date Transmittal Set Name