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STRUCTURAL NOTES C <br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING <br /> CODE 250 4TH AVE. S., SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, FAX (425) 778-5536 <br /> SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS <br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. <br /> DESIGN LOADS t loTw <br /> ti of WASy <br /> DEAD LOADS: C' Al� <br /> DECK 15 PSF <br /> LIVE LOADS: <br /> DECK LIVE 60 PSF ��, c*, _ 46548 <br /> L <br /> DECK SNOW 25 PSF �SSIONAL �� <br /> (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.11). II/0I/22 <br /> EARTHQUAKE LOADS: DESIGN: AL <br /> DRAWN: JOS <br /> EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. CHECK: MTM <br /> JOB NO: 22280.10 <br /> SITE CLASS D (DEFAULT) DATE: 1 1/01/22 <br /> SHORT PERIOD SPECTRAL RESPONSE ACCEL(S5) 1.257 <br /> ONE SECOND SPECTRAL RESPONSE ACCEL(SI) 0.426 <br /> SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL(SDS) 0.838 <br /> ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL(SDI) 0.440 <br /> RISK CATEGORY II <br /> SEISMIC IMPORTANCE FACTOR(IE) 1.25 <br /> SEISMIC DESIGN CATEGORY D <br /> BASIC SEISMIC FORCE-RESISTING-SYSTEM CMU BEARING WALLS <br /> RESPONSE MODIFICATION FACTOR, (R) 5.0 <br /> REDUNDANCY FACTOR (p) 1.0 <br /> SEISMIC RESPONSE COEFFICIENT(CS) 0.126 <br /> W=TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. (n <br /> O <br /> Lli <br /> BASE SHEAR (V), V=CSW= RD I W 23.8 KIPS N <br /> WIND LOADS: Li00 O <br /> Lw > M Z <br /> BASIC WIND SPEED (3 SECOND GUST) 100 MPH U Q <br /> Q <br /> EXPOSURE C z >> <br /> Kzr 1.67 w Q <br /> SEE PLANS FOR ADDITIONAL DESIGN LOADS. _ O <br /> STATEMENT OF SPECIAL INSPECTIONS W = F- <br /> w U <br /> SPECIAL INSPECTIONS ARE NOT REQUIRED o-) Q <br /> O w <br /> W (D > <br /> J N w (n <br />