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HomeMy WebLinkAboutS602 - TYPICAL WOOD SHEAR WALL DETAILS10d NAILS. SPACING TO MATCH SHEAR WALL EDGE NAILING PATTERN APA RATED WOOD SHEATHING AS REQUIRED FOR WOOD SHEATHED SHEAR WALLS JOINT IN SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD (SUCH AS PRE-FAB WALL PANEL JOINT OR WALL WITH DOUBLE STUDS) TOP CONCRETE SLAB BOTTOM PLATE WITH POWER ACTUATED FASTENERS PER SHEARWALL SCHEDULE. MAXIMUM EMBEDMENT DEPTH = 1" HOLDOWN TYPE AND BOLTS PER STRAP AND HOLDOWN SCHEDULE 2x SHEARWALL CHORDS PER SCHEDULE 2x BEARING WALL STUDS PER PLAN COUPLER NUT SIMPSON ATS-SBC ROD TO STEEL CONNECTOR. ROD DIAMETER TO MATCH HOLDOWN ROD DIAMETER. EMBED PLATE PER PLAN 5/16 HOLDOWN PER SCHEDULE CHORD STUDS PER SCHEDULE TYPICAL STUD BLOCKING AT CHORD STUDS FLOOR TRUSS BLOCKING AT TYPICAL STUD PROVIDE BLOCKING AT CHORD STUDS AND TYP. STUDS WHERE TRUSSES DO NOT ALIGN WITH STUDS ABOVE AND BELOW, TYP FLOOR TRUSSES, TYP TRUSS BEARING LEVEL 5 LEVEL 3 LEVEL 2 TOP OF CONCRETE EDGE NAILING, TYP FIELD NAILING, TYP POWER ACTUATED FASTENERS PER SHEARWALL SCHEDULE. STAGGER AS REQUIRED. MAXIMUM EMBEDMENT DEPTH = 1" CHORD STUDS -SEE SHEARWALL SCHEDULE TYP. WALL STUDS SHEARWALL LENGTH PER ARCHITECTURAL DRAWINGS HOLDOWN PER SHEAR WALL SCHEDULE LEVEL 4 HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE CHORD STUDS -SEE SHEARWALL SCHEDULE NOTE:SEE SHEAR WALL SCHEDULE ON S600 FOR SHEAR WALL LETTER DESIGNATION. PROVIDE BLOCKING AT CHORD STUDS AND TYP. STUDS WHERE TRUSSES DO NOT ALIGN WITH STUDS ABOVE AND BELOW, TYP FLOOR TRUSSES, TYP TRUSS BEARING LEVEL 5 LEVEL 3 LEVEL 2 TOP OF CONCRETE EDGE NAILING, TYP FIELD NAILING, TYP POWER ACTUATED FASTENERS PER SHEARWALL SCHEDULE. STAGGER AS REQUIRED. MAXIMUM EMBEDMENT DEPTH = 1" CHORD STUDS -SEE SHEARWALL SCHEDULE TYP. WALL STUDS SHEARWALL LENGTH PER ARCHITECTURAL DRAWINGS HOLDOWN PER SHEAR WALL SCHEDULE LEVEL 4 HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE NOTE:SEE SHEAR WALL SCHEDULE ON S600 FOR SHEAR WALL LETTER DESIGNATION. CHORD STUDS AT OPENINGS TO MATCH CHORD STUDS IN SHEARWALL SCHEDULE. CHORD STUDS ARE IN ADDITION TO REQUIRED KING AND JACK STUDS CHORD STUDS -SEE SHEAR WALL SCHEDULE PROVIDE BLOCKING AT CHORD STUDS AND TYP. STUDS LEVEL 5 LEVEL 3 LEVEL 2 TOP OF CONCRETE EDGE NAILING, TYP FIELD NAILING, TYP POWER ACTUATED FASTENERS PER SHEARWALL SCHEDULE. STAGGER AS REQUIRED. MAXIMUM EMBEDMENT DEPTH = 1" LEVEL 4 CHORD STUDS -SEE SHEARWALL SCHEDULE TYP. WALL STUDS SHEARWALL LENGTH PER ARCHITECTURAL DRAWINGS NOTE:SEE SHEAR WALL SCHEDULE ON S600 FOR SHEAR WALL LETTER DESIGNATION. HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE CHORD STUDS AT OPENINGS TO MATCH CHORD STUDS IN SHEARWALL SCHEDULE. CHORD STUDS ARE IN ADDITION TO REQUIRED KING AND JACK STUDS CHORD STUDS -SEE SHEAR WALL SCHEDULE PROVIDE BLOCKING AT CHORD STUDS AND TYP. STUDS. LEVEL 5 LEVEL 3 LEVEL 2 TOP OF CONCRETE EDGE NAILING, TYP FIELD NAILING, TYP POWER ACTUATED FASTENERS PER SHEARWALL SCHEDULE. STAGGER AS REQUIRED. MAXIMUM EMBEDMENT DEPTH = 1" LEVEL 4 CHORD STUDS -SEE SHEARWALL SCHEDULE TYP. WALL STUDS HOLDOWN PER SHEAR WALL SCHEDULE SHEARWALL LENGTH PER ARCHITECTURAL DRAWINGS CHORD STUDS -SEE SHEAR WALL SCHEDULE CHORD STUDS AT OPENINGS TO MATCH CHORD STUDS IN SHEARWALL SCHEDULE. CHORD STUDS ARE IN ADDITION TO REQUIRED KING AND JACK STUDS NOTE:SEE SHEAR WALL SCHEDULE ON S600 FOR SHEAR WALL LETTER DESIGNATION. HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE HOLDOWN PER SHEAR WALL SCHEDULE 10d NAILS. SPACING TO MATCH SHEAR WALL EDGE NAILING PATTERN APA RATED WOOD SHEATHING AS REQUIRED FOR WOOD SHEATHED SHEAR WALLS 10d NAILS. SPACING TO MATCH SHEAR WALL EDGE NAILING PATTERN APA RATED WOOD SHEATHING AS REQUIRED FOR WOOD SHEATHED SHEAR WALLS JOINT IN SHEATHING WITH ADJACENT SHEATHING NOT ATTACHED TO THE SAME STUD (SUCH AS PRE-FAB WALL PANEL JOINT OR WALL WITH DOUBLE STUDS) 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 2:20:40 PMS602 TYPICAL WOOD SHEAR WALL DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL MBNOT FORCONSTRUCTIONNOT-TO-SCALE5TYP SHEAR WALL CONTINUITY DETAIL - WALL JOINT NOT-TO-SCALE7SHEAR WALL HOLDOWN DETAIL - FLAT SLAB NOT-TO-SCALE8TYPICAL HOLDDOWN AT FLOOR SCALE: 1/4" = 1'-0"1 SHEAR WALL ELEVATION SW1 SCALE: 1/4" = 1'-0"2 SHEAR WALL ELEVATION SW2 SCALE: 1/4" = 1'-0"3 SHEAR WALL ELEVATION SW3 SCALE: 1/4" = 1'-0"4 SHEAR WALL ELEVATION SW4 SCALE: 1" = 1'-0"6 TYPICAL STEPPED SHEAR WALL CONTINUITY DETAIL - WALL JOINT Revision ID Transmittal Set Date Transmittal Set Name