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2025-06-20 PL-BOA-2025-000121 Record on Appeal
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2025-06-20 PL-BOA-2025-000121 Record on Appeal
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6/20/2025 9:29:04 AM
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12/10124,8:441 AM a •ithlank <br /> P;1 ALL LINE ELEVATION VIE`'' P . : 4 51 ; <br /> I <br /> it I) <br /> 1° <br /> i IIr <br /> Bi B2 <br /> 'Total Wall Line Length: 12' 01 <br /> WALL LINE PLAN VIEW <br /> B1 B2 <br /> Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing <br /> Line Method Factors Amount Factors Amount Bracing Bracing Status <br /> 1st Story A PF-H 1.29 11.29 1.05 6.93 11.29 8 Non Compliant <br /> Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted <br /> Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf <br /> Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf <br /> Gypsum Included <br /> Blocking Included <br /> Adjacent <br /> Wall Line Wail Story Bracing Segment Opening Qualified Nails Tension Hold Down <br /> Segment Height Height Method Length Height Segment Tie <br /> B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 <br /> B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 <br /> Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the <br /> other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000Ib HD to restrain the <br /> post on that side. <br /> (:blank 2/10 <br /> DOCUMENT 2 - PG 7 OF 15 <br />
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