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Dong Engineering Inc. <br />REMODEL ADDITION <br />1409 MERIDAY LN, SANTA ANA, CA 92706 <br />Job#: 250344 <br />Date: 8/18/2025 <br />PLAN: 1 <br />CODE: CBC 2022 <br />SECTION: 2Y <br />Number of Story: 1 Section width: 20(ft)Section length: 19.5(ft) <br />Base height: 0.5(ft)Slope roof height: 12(ft)Gable mean roof height: 9.5(ft) <br />WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: <br />Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 <br />Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 <br />B = 46(ft), L = 60.5(ft), H = 11(ft)-->L/B = 1.32, H/L = 0.18 <br />Wall coefficient: Cpw = 0.8, Cpl = -0.44 <br />Wind exposure = C-->anpha = 9.5, zg = 900 <br />Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) <br />WIND LOAD: <br />SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: <br />Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.052, SD1 = 2FvS1/3 =0, <br />Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.052*1*W/6.5 = 0.1133*W <br />Total Seismic Load = 46.56 = 46.56 PLF <br />Redistrib: 411*8 = 3288 PLFxFT <br />DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 <br />ROOF DIAPHRAGM <br />Max shear = 73.85 x 20 / (2 x 19.5) = 37.87 PLF <br />Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. <br />Chord force = 73.85 x 20^2 / (8 x 19.5) = 189.36 LBS <br />Splice w/ min. (2) 16d sinker nails each side of splice at 8" o.c. (standard construction) <br />(z, Kz, qz, P): (15, 0.85, 22.35, 23.5); (15, 0.85, 22.35, 15.2) <br />ROOF <br />Roof = 18*19.5 = 351 PLF <br />Wall = 15*1*4 = 60 PLF <br />Shear = 0.1133(351+60) = 0.1133*411 = 46.57 PLF <br />Plate height: ROOF = 8(ft) <br />SHEAR ROOF = 46.56*411*8/3288 = 46.56 PLF <br />SHEAR ROOF = 0.6*W = 57.63(plf) <br />ROOF 57.63 PLF WIND GOVERN <br />10 of 26