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Address Project Name: Novak Deck <br /> 6715 Highland Dr Description: Deck Construction <br /> Everett, WA Project Jurisdiction: Snohomish <br /> Code: IRC 2021/ASCE 7-16 <br /> ESG DESIGN Decking: Composite Decking <br /> roiect: Novak Deck Everett, WA <br /> ---._..r.._........._........._......_-.__.._._.. ... <br /> 11 ...:Design: Main Level Residential Wood Framed Deck <br /> Vertical Loads: Deck DL= 10 PSF ' <br /> Deck LL= 60 PSF (LL Controls) �TT �`+1 <br /> Snow SL= 25 PSF <br /> Allowable Soil Bearing= 1500 PSF (Standard) <br /> Lateral Loads: Seismic loads calculated per ASCE 7-16, Ch 12.14 <br /> Sds = 1.053 Story Factors: <br /> R= 7.0 = Knee Braces F= 1.0 (ground level deck, H<8'-0") <br /> F = 1.0 F = 1.1 (1-story elevated deck, H> 8'-0" and H< 16-0") <br /> F= 1.2 (2-story elevated deck, H> 16-0") <br /> 00= 2.5 (Qo=2.5 For Knee Braces, 1.0 for Moment Base) <br /> E= 0.376 <br /> W= 18.4 psf (DL+ 02LL) <br /> v= 6.9 psf (LRFD lateral) <br /> Soil Bearing for Lateral Columns= 1500 psf Gravity Based Footing Calcuation (unfactored) <br /> (ASCE 7-16 Ch 2.4.5 Basic Combinations <br /> with Seismic Load Effects) <br /> AL House <br /> i I <br /> I l l l l f l l i <br /> f - - -- _ <br /> o -i_ _..__�_..__L . _ -- --- <br /> Overhang edge for single span joists <br /> I <br /> l <br /> o <br /> E i M <br /> i <br /> _ C'7 <br /> Q E i• I <br /> { <br /> Average Distance between posts: 6.5 ft 4 ft <br /> 37.0 ft (Total Length of Deck) <br /> Type of Lateral Bracing: Lateral Bracing Not Required due to deck Ht abv ground <br /> Project: Novak Deck Date: 4/19/2024 <br /> Location: Everett, WA Page Number 1 <br />