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HomeMy WebLinkAboutS601 - TYPICAL WOOD WALL FRAMING DETAILSPROVIDE STUD PACK PER SCHEDULE FLUSH BEAM HEADER X' - X" 21 -16d NAILS STAGGERED AT EACH LAP SPLICE IN BOTTOM PLATE SPLICE IN TOP PLATE 2x STUDS NOTE: MINIMUM LAP SHALL BE 2'-0" WITH 8 16d STAGGERED AT NON-BEARING WALLS. KING STUDS JACK STUDS BLOCK SOLID BETWEEN BEAM AND KING STUDS HEADER OR DROP BEAM PENETRATION SHALL OCCUR IN MIDDLE THIRD OF STUD 1 1/4" DIAMETER MAXIMUM STUD PENETRATION PENETRATION SHALL BE SMOOTH DRILLED HOLE MAXIMUM ONE PENETRATION PER STUD SPACE, PLATES SHALL NOT BE NOTCHED TOP AND BOTTOM PLATE PENETRATION SHALL OCCUR IN MIDDLE THIRD OF STUD 1 1/4" DIAMETER MAXIMUM STUD PENETRATION PENETRATION SHALL BE SMOOTH DRILLED HOLE PENETRATION SHALL OCCUR IN NO MORE THAN THREE CONSECUTIVE STUDS, STUDS SHALL NOT BE NOTCHED STUDS ADDITIONAL PENETRATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION FRAMINGFLOORFLOOR ABOVEFLOOR BELOWTYPICAL STUDS TYPICAL BLOCKING TYPICAL FLOOR TRUSS SIMPSON STRAPS 30 -12d NAILS TOTAL (TYP) 30 -12d NAILS TOTAL (TYP) SHEARWALL SHEARWALL ADD'L 2x4 STUD HOLD DOWN ANCHOR PER SCHEDULESHEARWALL SHEARWALL EDGE NAILING PER SCHEDULE HOLDDOWN ANCHOR PER SCHEDULE NAILING TO MATCH SHEARWALL EDGE NAILING 2x HEADER SEE PLAN 2, 3 OR 4 JACK STUDS SEE SCHEDULE 2 -2x4 PLATES 1-2x4 KING STUD 2x4 BLOCKING MATCH JACK STUDS BELOW FASTEN WITH 6 -16d NAILS 16d NAILS AT 12" O.C. TOTAL NUMBER OF JACK STUDS SPECIFIED ON HEADER SCHEDULE 2x STUDS 5/8" DIA. x 2 1/2" LONG STUD BOLTS AT 3'-0" O.C. MAX. & 6" FROM EACH END OF WOOD STUD, TYP PROVIDE STANDARD WASHER, TYP. HSS COLUMN PER PLAN 1/4 KING STUDS PER HEADER SCHEDULE BEARING WALL STUDS PER SCHEDULE TRUSS OR WOOD JOIST PER PLAN JACK STUD PER HEADER SCHEDULE BOTTOM PLATE PER BEARING WALL SCHEDULE WALL COLUMN PER SCHEDULE CRIPPLE STUD, MATCH BEARING WALL SIZE AND SPACING DROP BEAM PER PLAN 5 2 3 4 1 4 CRIPPLE STUD, MATCH BEARING WALL SIZE AND SPACING FLUSH BEAM PER PLAN TOP PLATE PER BEARING WALL SCHEDULE TRUSS OR WOOD JOIST PER PLAN DO NOT INSTALL ANCHORS WITH EMBEDMENT DEPTH > 1".1" MAX.WALL FASTENING SCHEDULE 1 MARK LOCATION FASTENERS STUD TO BOTTOM PLATE (4) 8d TOENAIL OR (2) 16d ENDNAIL 2 TOP PLATE TO STUD (4) 8d TOENAIL OR (2) 16d ENDNAIL 3 HEADER TO KING STUD (4)8d TOENAIL 4 STUD PACK TO BOTTOM PLATE (8) 8d TOENAIL OR (4) 16d ENDNAIL 5 STUD PACK TO TOP PLATE (8) 8d TOENAIL OR (4) 16d ENDNAIL 6 BOTTOM PLATE TO FOUNDATION 1/2" DIA BOLTS AT 4'-0" OC MAX5"3/4" MIN 3/4" MIN GAP REQUIRED ABOVE FOR DIFFERENTIAL MOVEMENT/ WOOD SHRINKAGE. SEE GENERAL NOTES FOR ANTICIPATED SHRINKAGE OF WOOD STRUCTURE. CONSULT WITH MEP ENGINEER FOR ANTICIPATED MOVEMENT OF CONDUIT OR PIPE. CONDUIT OR HORIZONTAL PLUMBING RUN LOCATED NEAR THE BOTTOM OF THE HOLE. MAX OPENING IN BEARING OR EXTERIOR STUD: 1 1/2" FOR 2x4 STUD 2 1/4" FOR 2x6 STUD OPENING IN WOOD STUD, MAKE TOP AND BOTTOM OPENING ROUNDED 2x STUD PSL OR MULTIPLE 2X BEAMS PER PLAN SIMPSON HUS FACE MOUNT HANGER 3 ROWS OF 10d NAILS x 3" AT 6" 2-PLY 11 1/4" OR 14" DEEP 3-PLY 11 1/4" OR 14" DEEP 4-PLY 11 1/4" OR 14" DEEP 4 ROWS OF 10d NAILS x 3" AT 6" 2-PLY 16" OR 18" DEEP 3-PLY 16" OR 18" DEEP2"2"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 2:20:38 PMS601 TYPICAL WOOD WALL FRAMING DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL RJSNOT FORCONSTRUCTIONNOT-TO-SCALE7LOAD TRANSFER FROM FLUSH BEAM TO HEADER NOT-TO-SCALE4 TOP PLATE SPLICE AT LOAD BEARING WALL AND SHEARWALL NOT-TO-SCALE6 DROP BEAM OR HEADER PERPENDICULAR TO SUPPORTING WALL NOT-TO-SCALE3TYPICAL ALLOWABLE PENETRATION IN STUD WALLS SCALE: 3/4" = 1'-0"12 TYPICAL FLOOR-TO-FLOOR STRAPS NOT-TO-SCALE10 TEE WALL FRAMING PLAN DETAIL AT SHEARWALLS AND BEARING WALLS NOT-TO-SCALE8 CORNER WALL FRAMING PLAN DETAIL AT SHEARWALLS AND BEARING WALLS NOT-TO-SCALE9WALL FRAMING AT HEADER NOT-TO-SCALE11PLAN DETAIL AT STEEL COLUMN NOT-TO-SCALE1TYPICAL BEARING WALL CONSTRUCTION NOT-TO-SCALE2TYPICAL WALL FASTENING SCHEDULE SCALE: 1" = 1'-0"5 TYPICAL STUD PENETRATION TO ACCOMODATE SHRINKAGE SCALE: 1" = 1'-0"13 FLOOR JOIST SUPPORT AT BEAMS SCALE: 1" = 1'-0"14 TYP CONNECTION RQMTS FOR MULTI-PLY LVL BEAMS Revision ID Transmittal Set Date Transmittal Set Name