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1507 RUCKER AVE 2025-10-06
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1507 RUCKER AVE 2025-10-06
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10/6/2025 11:42:05 AM
Creation date
9/25/2025 11:36:47 AM
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RUCKER AVE
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1507
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W'oodWorksg Shearwalls <br />SHEARLINE, WALL and OPENING DIMENSIONS <br />Whitkartack Shop.wlswl Jun. 23,, 2022 20:07:05 <br />North -south <br />Type <br />Wall <br />Location <br />Extent [ft] <br />Length <br />FHS <br />Aspect <br />Height <br />Shearlines <br />Group <br />X IM <br />Start <br />End <br />ft <br />Ratio <br />ft <br />Line i <br />Level 2 <br />Line 1 <br />S=_g <br />1 <br />0.00 <br />0.00 <br />24.00 <br />24.00 <br />24.00 <br />- <br />5.00 <br />Se4 <br />1 <br />0.00 <br />0.00 <br />24.00 <br />24.00 <br />24.00 <br />0.21 <br />_ <br />Level 1 <br />L`-ne 1 <br />1 <br />0.00 <br />0.00 <br />24.00 <br />24.00 <br />15.00 <br />- <br />10.00 <br />Wall 1-1 <br />Seg <br />0.00 <br />0.0C <br />24.00 <br />24.00 <br />13.00 <br />- <br />- <br />Seg-ient 1 <br />- <br />- <br />0.00 <br />9.00 <br />9.00 <br />- <br />1.11 <br />- <br />Opening 1 <br />- <br />- <br />9.00 <br />15.0.3 <br />5.00 <br />- <br />- <br />4.00 <br />Segment 2 <br />- <br />- <br />15.00 <br />17.00 <br />2.00 <br />- <br />5.0C <br />- <br />ccening 2 <br />- <br />- <br />17.00 <br />20.00 <br />3.00 <br />- <br />- <br />7.00 <br />S�-g:aent 3 <br />- <br />- <br />20.00 <br />24.00 <br />4.00 <br />- <br />2.50 <br />- <br />Line 2 <br />Level 2 <br />Line 2 <br />1 <br />20.00 <br />0.00 <br />24.00 <br />24.00 <br />16.00 <br />- <br />5.00 <br />Na11 2- <br />Seg <br />1 <br />20.00 <br />0.00 <br />24.00 <br />24.00 <br />16.00 <br />- <br />- <br />Seg,ment 1 <br />- <br />- <br />0.0C <br />51 50 <br />5.50 <br />- <br />0.92 <br />- <br />Openir.g 1 <br />- <br />- <br />5.50 <br />9.5c <br />4.00 <br />- <br />- <br />4.00 <br />Seg-sent 2 <br />- <br />- <br />:. 0 <br />14.50 <br />5.00 <br />- <br />1.00 <br />- <br />opening 2 <br />- <br />- <br />1�.i0 <br />18.50 <br />4.00 <br />- <br />- <br />4.00 <br />Segment 3 <br />- <br />- <br />18.50 <br />24.00 <br />5.50 <br />- <br />0.91 <br />- <br />Level 1 <br />Line 2 <br />Seg <br />1 <br />20.00 <br />0.00 <br />24.00 <br />24.00 <br />24.00 <br />- <br />10.00 <br />Wall 2--: <br />Seg <br />1 <br />20.00 <br />0.00 <br />24.00 <br />24-00 <br />24.03 <br />0.42 <br />- <br />East west <br />Type <br />wall <br />Location <br />Extent [ft] <br />Length <br />FHS <br />Aspect <br />Height <br />Shearlines <br />---Group <br />Y ft <br />Start <br />End <br />ft <br />Ift] <br />Ratio <br />ft <br />Line A <br />Level 2 <br />Liar_ A <br />1 <br />0.90 <br />0.00 <br />20-00 <br />20.00 <br />1E.�0 <br />- <br />5.00 <br />Hall 2.-1 <br />S?g <br />1 <br />0.00 <br />0.33 <br />20.30 <br />20.00 <br />_c.00 <br />- <br />- <br />SegmenL : <br />- <br />- <br />0.33 <br />14.03 <br />14.00 <br />- <br />0.36 <br />- <br />Coening 1 <br />- <br />- <br />14.30 <br />18.00 <br />4.00 <br />- <br />- <br />4.00 <br />Segment 2 <br />- <br />- <br />ia.30 <br />20.00 <br />2.0C <br />- <br />2.50 <br />- <br />Level 4 <br />:.ine A <br />0.00 <br />0.00 <br />20.00 <br />20.0C <br />0.00 <br />- <br />10.00 <br />Wall A-1 <br />Seg <br />0.00 <br />O.00 <br />20.00 <br />20.00 <br />0.00 <br />- <br />Seg:nent '_ <br />- <br />- <br />0.00 <br />2.=0 <br />2.5C <br />- <br />4.00 <br />Cpcning 1 <br />- <br />- <br />2.50 <br />17.50 <br />15.00 <br />- <br />5.00 <br />Segment 2 <br />- <br />- <br />17.50 <br />20.00 <br />2.50 <br />- <br />4.03 <br />- <br />Line B <br />Level 2 <br />line S <br />1 <br />24.00 <br />0.00 <br />20.00 <br />20.00 <br />'.25 <br />- <br />5.0C <br />Wall B-1 <br />Sea <br />1 <br />24.00 <br />0.30 <br />20.00 <br />20.cc <br />1-.25 <br />- <br />- <br />Segment : <br />- <br />- <br />�0.30 <br />13.00 <br />13.0C <br />- <br />0.38 <br />- <br />Cpening : <br />- <br />- <br />13.00 <br />15.75 <br />2.75 <br />- <br />- <br />4.00 <br />Segment 2 <br />- <br />- <br />15.75 <br />20.00 <br />4.25 <br />-- <br />Level 1 <br />Line B <br />Seq <br />1 <br />24.00 <br />0.30 <br />20.00 <br />20.00 <br />20.00 <br />- <br />10.0c <br />Hall b-1 <br />Seg <br />1 <br />24.00 <br />0.30 <br />20.00 <br />20,0C <br />20.00 <br />0.50 <br />- <br />Legend: <br />_._---------- yoe Sag=segmaated. fry=Fl foretell-F for transfer-1VStAr=.aora-shear ax...... .... ........ .... <br />_-..-.......-.-.--._------ <br />Location - Dimension perpendicular to wall <br />FHS - Length of full -height sheathing used to resist shear force. For perforated walls, it is based on the factored segments U defined in SDPWS 4.3.4.3 <br />Aspect Ratio - Ratio of wall height to segment length (hlbs), for force -transfer walls, the aspect ratio of the central pier <br />Wall Group - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Walt <br />If two wall group numbers Wed, they are for rigid diaphragm and flexible diaphragm design. <br />
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