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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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12/16/24,8:41 . a.. :blank <br /> ALL LINE ELEVATION VIEW pw,, 2. 11.'112 ..u,11 ......m om, <br /> 51 23 <br /> 1 <br /> , 4 <br /> Si B2 83 <br /> ITotalikall Line Length: 20 0" <br /> WALL LINE PLAN VIEW <br /> Bi 82 B3 <br /> Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing <br /> Story Line Method Factors Amount Factors Amount Bracing Bracing Status <br /> 1st Story 1 PF-H 1.29 7.16 1.05 11.55 11.55 12 Compliant <br /> Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted <br /> Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf <br /> Wail Line Length 20' OH Roof/Ceiling Dead Loads 20 psf <br /> Gypsum Included <br /> Blocking Included <br /> Adjacent <br /> Wall Line Wail Story Bracing Segment Qualified T n ensio <br /> Opening Nails Hold Down <br /> Segment Height Height Method Length Segment Tie <br /> Height <br /> B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 <br /> 82 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 <br /> B3 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. 1,000lb HD to restrain the <br /> post on that side. <br /> a.. :blank DOCUMENT 2 - PG 9 OF 15 co <br />
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