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r <br /> DESIGN CRITERIA IBC-2018 <br /> DEAD LOADS <br /> ROOF FLOOR <br /> Roofing 2.5 psf Flooring 1.0 psf <br /> Plywood 2.0 psf 3/4" Plywood 2.4 psf <br /> Framing 2.0 psf Framing 2.3 psf <br /> Insulation 1.0 psf Gyp Board (5/8") 2.8 psf <br /> 5/8" Gyp. Board 2.8 psf MEP 1.5 psf <br /> MEP 1.5 psf Total 10.0 psf <br /> Total 11.8 psf Use 15.0 psf <br /> Use 15.0 psf <br /> • <br /> LIVE LOADS/OCCUPANCY <br /> Risk Category II ROOF LIVE FLOOR LIVE DECK LIVE <br /> Roof Deck No Snow= 25 psf Occupancy= 40 psf Occupancy = 60 psf <br /> SEISMIC CRITERIA ASCE 7-16 Ch.11 &Ch.12 WIND CRITERIA ASCE 7-16 Ch.27 Directional Procedure <br /> Imp. Factor= 1.00 Seis. Ht, hn= 15 ft V= 97 mph Kd = 0.85 <br /> Site Class = D(Default) T, Building= 0.2 Exposure = B G = 0.85 <br /> R Value= 6.5 Ts= 0.5 h = 15 ft Kzt= 1.00 *See Kzt <br /> Worksheet <br /> Geo.Ground Hazard? No w/ASCE 11.4.8 Excep's Roof Slope = 5 : 12 = 23 ° <br /> Ss= 1.385 Fa= 1.200 Table 11.4-1 <br /> Si = 0.492 F„= NULL Table 11.4-2 PRESSURE COEFFICIENTS (Cp) <br /> Sms = 1.662 x 2/3= Sds = 1.108 Eqn.11.4-3 Windward Wall = 0.8 Windward Roof= 0.3 <br /> Sm1 = NULL x 2/3= Shc = NULL Eqn.11.4-4 Leeward Wall = -0.5 Leeward Roof= -0.6 <br /> CsULT= 0.170 PRESSURE (PSF) q =0.00256KZKZtKdV2 <br /> CSALL= 0.119 Ht K, q, 0.6xgZ1 qh Pti,N, PLW PWALL PROOF' <br /> T/Ts= 0.285 <_ 1.5 0-15 0.57 11.7 7.0 7.0 4.8 3.0 7.7 5.4 <br /> Okay,Cs Eqn.12.8-2 I 15-20 0.62 12.7 7.6 5.2 3.0 8.2 <br /> 20-25 0.66 13.5 8.1 5.5 3.0 8.5 <br /> SEISMIC WEIGHT ASCE 7-16 12.7.2 25-30 0.70 14.3 8.6 5.8 3.0 8.8 <br /> Partitions= 15 psf 30-35 0.73 14.9 9.0 6.1 3.0 9.1 <br /> *Roof weight=1/2 Partition+Roof DL 35-40 0.76 15.6 9.3 6.3 3.0 9.3 <br /> *Floor weight=Full Partition+Floor DL 40-45 0.79 16.2 9.7 6.6 3.0 9.6 <br /> Roof= 22.5 psf 45-50 0.81 16.6 10.0 6.8 3.0 9.7 <br /> Floor= 25.0 psf 1 Per IBC 2018 1605.3.1 Basic Load Combinations <br /> SEISMIC DESIGN CATEGORY IBC 1613.2.5 <br /> Seismic DC= D <br /> -. 3630 UPLAND AVE 2/28/2023 <br /> iiiiProject Date <br /> EVERETT,WA 98203 0481-2023-01 <br /> 122 South Jackson Proi.No. y - <br /> MALSAM Suite 210 NDM <br /> TSANG Seattle,WA 98104 Design <br /> STRUCTURAL t 206.789.6038 _ DC1 <br /> ENGINEERING f 206.789.6042 -- <br /> Sheet - - .----- <br />