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LATERAL ANALYTICAL SECTION <br />(Per ASCE 7-16, IBC 2018,CBC 2022 & LABC 2020 Code) Job Number : 23026 <br />SECTION NUMBER : 1 (cont.)Plan : ADU <br />Parallel to Ridge Wind Load Tabulation for MWFRS (E-W Direction): <br />(w/+Gcpi) (w/-Gcpi) <br />All 0.80 22.35 19.22 11.18 <br />Cond.1 -0.38 22.35 -3.17 -11.21 <br />Cond.2 0.11 22.35 6.18 -1.86 <br />All -0.57 22.35 -6.78 -14.82 <br />All -0.50 22.35 -5.40 -13.44 <br />All -0.70 22.35 -9.28 -17.32 <br />Design Sumary Wind Loading (E-W Direction): <br />Horizontal Vertical <br />Roof 12.29 4.69 <br />1st Floor 24.62 0.00 147.67 plf <br />Normal to Ridge Wind Load Tabulation for MWFRS with q ≥ 10o(N-S Direction): <br />(w/+Gcpi) (w/-Gcpi) <br />Roof 0.80 22.35 19.22 11.18 <br />Wall 0.80 22.35 19.22 11.18 <br />Cond.1 -0.90 22.35 -13.08 -21.12 <br />Cond.2 -0.18 22.35 0.60 -7.44 <br />Cond.1 -0.90 22.35 -13.08 -21.12 <br />Cond.2 -0.18 22.35 0.60 -7.44 <br />Cond.1 -0.50 22.35 -5.48 -13.52 <br />Cond.2 -0.18 22.35 0.60 -7.44 <br />Cond.1 -0.30 22.35 -1.68 -9.72 <br />Cond.2 -0.18 22.35 0.60 -7.44 <br />All -0.50 22.35 -5.48 -13.52 <br />All -0.70 22.35 -9.28 -17.32 <br />Design Sumary Wind Loading (N-S Direction): <br />Horizontal Vertical <br />Roof 24.70 6.68 <br />Wall 24.70 0.00 228.48 plf <br />DIAPHRAGMS ANALYSIS (ASD METHOD) : <br />Design Sumary Loading : <br />Seis.(N-S)Wind(N-S)Govern Seis.(E-W)Wind(E-W)Govern <br />Roof 86.2 137.1 Wind 63.2 88.6 Wind <br />For N-S Direction : <br />Max. Diaphragm Shear @ Roof : <br />Vn-s=wL/2B 36.00 plf < 180 plf OK <br />USE : 15/32" APA(OR OSB) RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. <br />UNBOCKLED DIAPHRAGMS W/8d @ COMMON NAIL @ 6" O.C. B.N., 6" O.C. E.N., 12' O.C F.N. <br />CHORD FORCE :236.96 <br />SPICE W/ MINI (5)16d SINKER EACH SIDE OF SPLICE @ 8" O.C.(STANDARD CONSTRUCTIONS) <br />For E-W Direction : <br />Max. Diaphragm Shear @ Roof : <br />Ve-w=wL/2B 68.30 plf < 180 plf OK <br />USE : 15/32" APA(OR OSB) RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. <br />UNBOCKLED DIAPHRAGMS W/8d @ COMMON NAIL @ 6" O.C. B.N., 6" O.C. E.N., 12' O.C F.N. <br />CHORD FORCE :174.89 <br />SPICE W/ MINI (5)16d SINKER EACH SIDE OF SPLICE @ 8" O.C.(STANDARD CONSTRUCTIONS) <br />Leeward Wall -9.50 <br />Side Walls -13.30 <br />Location Net Pressure (psf) <br />-17.10 <br />-3.42 <br />h to 2h -9.50 <br />-3.42 <br />>2h -5.70 <br />-3.42 <br />qGCp(psf)Net Pressure (psf) <br />Windward Wall 15.20 <br />15.20 <br />Windward <br />Roof <br />0 to h/2 -17.10 <br />-3.42 <br />h/2 to h <br />Location Net Pressure (psf) <br />Surface Location Cp q(psf) <br />Leeward Roof -10.80 <br />Leeward Wall -9.42 <br />Side Walls -13.30 <br />Windward Wall 15.20 <br />Windward Roof -7.19 <br />2.16 <br />Surface Location Cp q(psf)qGCp(psf)Net Pressure (psf) <br />522 S Rosewood Ave & 1127 <br />W Bishop St4/29/2025