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Address Project Name: Novak Deck <br /> 6715 Highland Dr Description: Deck Construction <br /> 1i Everett,WA Project Jurisdiction: Snohomish <br /> Code: IRC 2021/ASCE 7-16 <br /> ESG DESIGN Decking: Composite Decking <br /> Protect: JNovalk Deck JEverett, WA <br /> Design: Main Level Residential Wood Framed Deck •- •9 <br /> Vertical Loads: Deck DL= 10 PSF <br /> Deck LL= 60 PSF (LL Controls) <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 /> D0 2.5 (Qo=2.5 For Knee Braces, 1.0 for Moment Base) <br /> E = 0.376 <br /> W = 18.4 psf (DL+ 0.21-L) <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 /> House <br /> ti <br /> I I I I I I I I I <br /> C; ..................... .............................................................................................................. <br /> ...... <br /> ............ <br /> .......................................... <br /> ...... <br /> Overhang edge for single span joists <br /> I � I <br /> M <br /> M $ <br /> 2 0 <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 />