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12/16/24.8.A1 AM a iut:blank <br /> ALL LIINE IFLEVA..I"ION VIE ,,, ,l l • ! 2,4 ' 512 1 <br /> r <br /> 1 <br /> , <br /> x,1 <br /> B1 B2 <br /> 1Total Wall Line Length: 12' 0" <br /> WALL LINE PLAN VIEW <br /> B1 82 <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 B PF-H 1.36 11.9 1.05 6.93 11.9 8 Non Compliant <br /> Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted <br /> Roof Eave to Ridge Height 5 feet Wail 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 /> Wall Line Wall Story Bracing Segment Adjacent Qualified Tension <br /> Segment Height Height Method Length Opening Segment Nails Tie Hold Down <br /> g g g g Height g <br /> B1 8' 9' PF-H 2' 0" 7' 0" 4 373" 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 rain. 1,000lb HD to restrain the <br /> post on that side. <br /> a„ ,:blank DOCUMENT 2 - PG 8 OF 15 311 <br />