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HomeMy WebLinkAboutPermit File BLD-2021-0308 4708 Queen Ann Way (2)APA Wall Bracing Calculator Project Report Builder/Designer Home/Building Plan Name Development Address Code SDC (Seismic Design Category) Wind Speed Wind Exposure Category Total Number of Stories Cripple Wall Mean Roof Height less than 30 ft. 1 Bigfoot Builders - Millennium Design Nebel Remodel 4708 Queen Ann Way BASED ON 2015 IRC D1 <= 110 mph EXPOSURE B 2 STORY NO YES STORY 2 A B C WALL LINE ELEVATION VIEW I P B1 B2 B3 Total Wall Line Length: 28' 0" WALL LINE PLAN VIEW Bl B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A WSP 0.82 4.42 1.09 6.1 6.1 12.33 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie 131 8' WSP 7' 1" 4' 0" 7.08 6"/12" B2 8' WSP 3' 8" 5' 0" 3 6"/12" B3 8' WSP 3' 0" 5' 0" 2.25 6"/12" WALL LINE ELEVATION VIEW B1 B2 B3 Total Wall Line Length: 28' 0" WALL LINE PLAN VIEW B1 B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B GB-2s4ft 0.82 7.61 1.09 9.16 9.16 22.33 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie 131 8' GB-2s4ft 41411 4.33 7/7" B2 8' GB-2s4ft 5' 3" 8' 0" 5.25 7/7" B3 8' GB-2s4ft 12' 9" 81011 12.75 7"/7" WALL LINE ELEVATION VIEW 16 1 q1il B1 B2 B3 Total Wall Line Length: 28' 0" WALL LINE PLAN VIEW Bl B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story C WSP 0.82 2.8 0.85 4.76 4.76 19.16 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie 131 8' WSP 4' 1" 5' 0" 4.08 6"/12" B2 8' WSP 15' 1" 5' 0" 15.08 6"/12" B3 8' WSP 2' 10" 3' 0" 0 6"/12" Include proper HD details for IRC placement rules on the plans. WALL LINE ELEVATION VIEW B1 B2 B3 B4 Total Wall Line Length: 52' 0" WALL LINE PLAN VIEW B1 B2 B3 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 WSP 0.63 2.96 0.95 9.88 9.88 22.17 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie 131 8' WSP 12' 11" 5' 0" 12.92 6"/12" 132 8' WSP 4' 0" 8' 0" 4 6"/12" B3 8' WSP 3' 1" 8' 0" 2.25 6"/12" B4 8' WSP 3' 6" 6' 8" 3 6"/12" WALL LINE ELEVATION VIEW B1 B2 B3 B4 BS B6 B7 Total Wall Line Length: 52' 0" WALL LINE PLAN VIEW Bl B2 B3 B4 B5 B6 B7 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 WSP 0.63 2.96 0.95 9.88 9.88 24.25 Compliant Wall Line Segment Wall Height Bracing Method Segment Length Adjacent Opening Height Qualified Segment Tension Nails Tie Hold Down B1 8' WSP 1' 0" 3' 0" 0 6"/12" 32 8' WSP 8' 10" 8' 0" 8.83 6"/12" B3 8' WSP 4' 0" 8' 0" 4 6"/12" 64 8' WSP 4' 11" 4' 0" 4.92 6"/12" B5 8' WSP 2' 6" 4' 0" 0 6"/12" 36 8' WSP 4' 3" 4' 0" 4.25 6"/12" B7 8' WSP 3' 4" 4' 0" 2.25 6"/12" Include proper HD details for IRC placement rules on the plans APA Wall Bracing Calculator v2.6.0