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2119 LOMBARD AVE 2023-05-30
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2119 LOMBARD AVE 2023-05-30
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Last modified
5/30/2023 3:30:17 PM
Creation date
5/30/2023 3:28:03 PM
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Address Document
Street Name
LOMBARD AVE
Street Number
2119
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WoodWorks® Shearwalls Youngblut.wsw Jun. 10, 2021 16:51:09 <br /> SHEARLINE,WALL and OPENING DIMENSIONS(continued) <br /> Segment 2 - - 7.00 18.50 11.50 11.50 0.70 - <br /> Opening 2 - - 18.50 23.50 5.00 5.00 - 4.00 <br /> Segment 3 - - 23.50 29.75 6.25 6.25 1.28 - <br /> Opening 3 - - 29.75 32.25 2.50 2.50 - 3.50 <br /> Segment 4 - - 32.25 33.00 0.75 0.75 10.67 - <br /> Level 1 <br /> Line C 2 35.00 0.00 33.00 33.00 5.00 - 8.00 <br /> Wall C-1 Prf 2 35.00 0.00 33.00 33.00 5.00 - - <br /> Segment 1 - - 0.00 2.00 2.00 2.00 4.00 - <br /> Opening 1 - - 2.00 18.00 16.00 16.00 - 7.00 <br /> Segment 2 - - 18.00 23.00 5.00 5.00 1.60 - <br /> Opening 2 - - 23.00 31.00 8.00 8.00 - 7.00 <br /> Segment 3 - - 31.00 33.00 2.00 2.00 4.00 <br /> Legend: <br /> Type-Seg=segmented, Prf=perforated,FT=force-transfer,NSW=non-shearwall <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 Li defined in SDPWS 4.3.4.3 <br /> Aspect Ratio-Ratio of wall height to segment length(h/bs),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 Wall <br /> If two wall group numbers listed,they are for rigid diaphragm and flexible diaphragm design. <br /> 4 <br />
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