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2726 W Strawberry Ln & Unit# 2 - Plan
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2726 W Strawberry Ln & Unit# 2 - Plan
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Last modified
6/6/2025 1:18:58 PM
Creation date
6/6/2025 1:18:24 PM
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Permit Number
101121202
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2726 W Strawberry Ln Unit# 2
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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />WoodWorks® Shearwalls 20232726 Strawberry.wsw July 21, 2024 12:03:29 <br />-5'0'5'10'15'20'25'30'35'40'45'50' <br />-15' <br />-10' <br />-5' <br />0' <br />5' <br />10' <br />15' <br />20' <br />25' <br />30' <br />35' <br />D-1 <br />A-1 <br />1- <br />1 <br />1- <br />3 <br />1- <br />2 <br />A-3A-2 <br />D-3D-2 D-5D-4 <br />A-5A-4 <br />3- <br />1 <br />7- <br />1 <br />B-2 <br />6- <br />1 <br />5- <br />1 <br />C-1 <br />B-1 <br />C-2 <br />4- <br />1 <br />2- <br />1 <br />8- <br />2 <br />8- <br />1 <br />50.0 <br />97.4 <br />97.4 ~ 122.7 122.7 ~ 97.4 <br />50.0 <br />39 <br />. <br />8 <br />39 <br />. <br />8 <br /> <br />~ <br /> <br />3 <br />4 <br />. <br />2 <br />69 <br />. <br />3 <br /> <br />~ <br /> <br />5 <br />6 <br />. <br />7 <br />56 <br />. <br />7 <br /> <br />~ <br /> <br />6 <br />3 <br />. <br />7 <br />63 <br />. <br />7 <br /> <br />~ <br /> <br />5 <br />3 <br />. <br />8 <br />53 <br />. <br />8 <br /> <br />~ <br /> <br />6 <br />5 <br />. <br />1 <br />30 <br />. <br />0 <br /> <br />~ <br /> <br />3 <br />5 <br />. <br />6 <br />35 <br />. <br />6 <br />-7.3 <br />68.7 <br />68.7 ~ 115.5 115.5 ~ 68.7 <br />-7.3 <br />-8 <br />. <br />5 <br />-8 <br />. <br />5 <br /> <br />~ <br /> <br />- <br />7 <br />. <br />3 <br />68 <br />. <br />7 <br /> <br />~ <br /> <br />1 <br />2 <br />2 <br />. <br />8 <br />12 <br />2 <br />. <br />8 <br /> <br />~ <br /> <br />1 <br />3 <br />8 <br />. <br />0 <br />13 <br />8 <br />. <br />0 <br /> <br />~ <br /> <br />1 <br />1 <br />6 <br />. <br />5 <br />11 <br />6 <br />. <br />5 <br /> <br />~ <br /> <br />6 <br />8 <br />. <br />3 <br />-7 <br />. <br />7 <br /> <br />~ <br /> <br />- <br />9 <br />. <br />1 <br />-9 <br />. <br />1 <br />1388 <br />858 1065 <br />1308 995 789 <br />21 <br />4 <br />1 <br />1874 <br />23 <br />5 <br />5 <br />1900 <br />Loads: Directional Case 1 Wind (W); Forces: 0.6W + 0.6D; Flexible distribution <br />Vertical element required <br />C Factored compression force (lbs) <br />Factored hold-down force (lbs) <br />Factored shearline force (lbs) <br />Applied point load or discontinuous shearline force (lbs) <br />Unfactored uplift wind load (plf,lbs) <br />Unfactored dead load (plf,lbs) <br />Unfactored applied shear load (plf) <br />Level 1 of 1 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025
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