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POST FRAME BUILDING SUMMARY SHEET <br /> Owner: Arthur Young Date: 1/14/2022 <br /> Building location: 921 105th PI.SE <br /> Everett,WA.98208 Project No.: 12111043 <br /> Building Description: Private shop Building Codes: 2018 IBC,ASCE 7-16 <br /> Building dimensions: Environmental information: <br /> Width: 21 ft. Wind speed: 110 MPH <br /> Length: 21 ft. Wind exposure: B <br /> Height: 10 ft. Seismic design category: D <br /> Eave overhang: 1.5 ft. Ss: 1.34 <br /> Gable overhang: 1.5 ft. Si: 0.47 <br /> Roof pitch: 4 /12 Ground snow load: 25 psf. <br /> Greatest bay spacing: 14 ft. Design Snow Load: 25 psf. <br /> Greatest post tributary width: 10.5 ft. Roof dead load: 5 psf.(incl.ceiling load if any) <br /> Concrete Slab: No Soil bearing capacity: 1,500 psf. <br /> Risk Category: II Per Table 1.5-1 <br /> ASCE 7-16 <br /> Post&posthole information: <br /> Eave wall posts: Gable wall posts: <br /> Size: 6x6 Size: 6x6 <br /> Grade: #2 H-F Grade: #2 H-F <br /> Type: RS* Type: RS* <br /> Posthole diameter: 24 in Posthole diameter: 24 in <br /> Posthole depth**: 5.00 ft. Posthole depth**: 5.00 ft. <br /> Post Constraint/backfill: no slab,concrete Post Constraint/backfill: no slab,concrete <br /> backfill backfill <br /> *Rough Sawn *Rough Sawn <br /> **To bottom of footing **To bottom of footing <br /> Purlin&girt information: <br /> Purlins Girts <br /> Size: 2x6 Size: 2x6 <br /> Grade: #2 D-F Grade: #2 D-F <br /> Spacing: 16 in.o.c. Spacing: 24 in.o.c. <br /> Orientation: Flat W/2x4 Strongbacks @ 48"o.c. <br /> Sheathing information: <br /> Roof: Metal over OSB wood sheathing <br /> Walls: All walls are exterior panel wood sheathing <br /> Page 1 of 13 <br />