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Calculation <br />Description: Design Criteria <br />1. DESIGN CRITERIA <br />K.L. Maddux + Assoc. <br />Design + Engineering <br />A. DESIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE <br />2022 CALIFORNIA BUILDING CODE, (2021 IBC AND 2016 ASCE-7). <br />THE DESIGN SHALL ALSO CONFORM TO THE <br />REQUIREMENTS OF FACTORY MUTUAL INSURANCE COMPANY (FM). <br />B. LOADS: <br />DESIGN DEAD LOADS - <br />ROOF MEMBRANE ------ <br />ROOF INSULATION — -- <br />METAL ROOF DECK ------ <br />STRUCTURE --- - --- --- <br />HVAC -------- ---------- — <br />LIGHTS -------- -- <br />SPRINKLERS --------- <br />MISCELLANEOUS -------- <br />DESIGN LIVE LOADS - <br />ROOF — — — --- - - - -- <br />CANOPIES ----------- ------ <br />SLAB ON GRADE: <br />DOCK AREAS --------- <br />SNOW - <br />GROUND SNOW LOAD -- <br />FLAT ROOF SNOW LOAD <br />RAIN - <br />RAIN INTENSITY--------- <br />1 PSF <br />3 PSF <br />2 PSF <br />3 PSF <br />3 PSF <br />3 PSF <br />2 PSF <br />3 PSF <br />--- — - --- 20 PSF <br />— - - - - 20 PSF <br />300 PSF + FORKLIFT <br />- -- ----------- Pg = 0 PSF <br />-------------- Pf = 0 PSF <br />-- 2.64 IN/HR (15 MINUTE) <br />1.27 INIHR (60 MINUTE) <br />WIND - <br />DESIGN PROCEDURE-----------------------------ASCE 7, AND 2021 IBC <br />BASIC WIND SPEED (3 SECOND GUST) -- 95 MPH <br />WIND IMPORTANCE FACTOR --__________________ Iw= 1.0 <br />WIND EXPOSURE CATEGORY ---------------- C <br />INTERNAL PRESSURE COEFFICIENT ----------- +/-0.18 <br />DESIGN WIND PRESSURE <br />(COMPONENTS & CLADDING) -- SEE SHEET S-006 <br />DESIGN WIND PRESSURE (ROOFTOP EQUIPMENT) <br />SEISMIC - <br />SEISMIC IMPORTANCE - — - - — — - — - -- IE = 1.0 <br />SEISMIC OCCUPANCY GROUP ---------- ------ <br />II <br />SEISMIC SITE CLASS -------------------------- D <br />SEISMIC DESIGN CATEGORY — — — <br />- - D <br />SPECTRAL RESPONSE COEFFICIENT ------ Sds = 0.846 <br />SPECTRAL RESPONSE COEFFICIENT ----- Sd1 = 0.515 <br />ANALYSIS PROCEDURE: -- — — - - — — - — EQUIVALENT <br />LATERAL FORCE <br />MAPPED SPECTRAL RESPONSE ------------ <br />SS = 1.269 <br />MAPPED SPECTRAL RESPONSE - — — <br />- — S1 = 0.454 <br />SEE SHEET S-006-1 FOR SEISMIC DESIGN PARAMETERS <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />P,90R PEWIT ISSUANCE <br />Job: Aspire Bakery <br />Date: 04/25 <br />Master . <br />www.KLMaddux.com Calc bV: KLM <br />