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STRUCTURAL CALCULATIONS <br /> WC DProject Name: CHASE OVP 48200R004495 New Construction <br /> Location: 132nd St.SE,Everett,WA 98208 <br /> Project No.: CN040623 <br /> 1. DESIGN CRITERIA <br /> PROJECT APPROACH <br /> Typical design approach for gravity and lateral analysis. Seismic and Wind loading applied for lateral <br /> analysis. Gravity loading applied as specified in the calculations. Diaphragms are treated as flexible and <br /> simple span theory is utilized. Design utilized using ASD load combinations. <br /> DESIGN VALUES <br /> SEISMIC CRITERIA GRAVITY LOADING <br /> SDC D ROOF LIVE 20 psf <br /> SITE CLASS D ROOF DEAD 15 psf MIN. <br /> RISK CATEGORY II MISC.MECH. DEAD LOAD 5 psf <br /> SEISMIC IMPORTANCE FACTOR 1.00 SOLAR PANEL DEAD LOAD 4 psf <br /> RESPONSE MODIFICATION FACTOR,R 6.5 FLOOR LIVE 10opsf <br /> SEISMIC FORCE RESISTING SYSTEM: FLOOR DEAD SLAB-ON-GRADE <br /> LIGHT FRAME WOOD SHEAR WALL �l WALL DEAD 20 psf <br /> Ss 1.369g GUARDRAIL LOADING <br /> 51 0.486g 200 lb OR 50 plf-WHICHEVER IS GREATER <br /> Sps 1.095g <br /> SDI 0.588g WIND CRITERIA <br /> Cs 0.368g ULTIMATE WIND,Vult 98mph <br /> fro 3.0 BASIC WIND,Vasd 78 mph <br /> CD 3.0 WIND EXPOSURE C <br /> ANALYSIS PROCESS EQUIVALENT LATERAL INTERNAL PRESSURE COEFF +1-0.18 <br /> FORCE Iw 1.0 <br /> SEISMIC BASE SHEAR,V 17.8 Kips GEOTECHNICAL <br /> SOIL BEARING CAPACITY 1,500psf <br /> FROST DEPTH 18" <br /> CODES <br /> ASCE 7-16,IBC 2021 ACI318-19,2018 NOS <br /> ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I Wi B www.WCDAssociates.com <br /> Page 2 of 89 <br />