5901 23RD DR W PROVIDENCE 2023-05-22

Pro Design Lateral LOWER AMS PROV EVERETT 12--4-22 MEZZ SEISMIC FORCE WIND FORCE ASSUMPTION: MARK WEIGHT HEIGHT<---Base on lump sum weight SIMPLIFIED WIND LOAD METHOD IBC03 1609.6 (kips) ( ft ) NO SUCTION AT LEEWARD WALL WHEN JOINT W/ADJACENT UNIT 5 th LEVEL WT 0.00 10.00 85 MPH 3 SEC EXPOSURE C I w=1.0 4th LEVEL WT 0.00 10.00 WEIGHTS ARE 1/2 WALL ABOVE WINDWARD LEEWARD 3 RD LEVEL WT 0.00 10.00 ,1/2 WALL BELOW+FLOOR HEIGHT 1. I ZP Ps30 ps .=P .=P 2 nd LEVEL WT 0.00 10.00 6/12 OR LESS ROOF EDGE 0-30 1.40 1.00 B 8.80 12.32 6.16 6.16 1 st LEVEL WT 61.26 10.00 ROOF TYP 0-30 1.40 1.00 D 7.00 9.80 4.90 4.90 sum(weight) ( 61.261 WALL EDGE 0-30 1.40 1.00 A 14.40 20.16 12.41 7.75 WALL TYP 0-30 1.40 1.00 C 10.40 14.56 8.96 5.60 BASE SHEAR I 1.00 SEISMIC USE GROUP I WINDY DIRECTION WIDTH -IEIGH1PRESSFORCE X F X sum F sum F X X avg R 3.00 Ss: 124% LAT: (FT) (FT) (PSF) (KIPS) (FT) (K-F) Seismic Overstrength F 2.50 S1: 44% LONG: ROOFIII SITE CLASS D . Fa: 1.10 WINDWARD 8.96 0.00 40.50 0 Sds=2/3`FaSs: 0.91 Fv: 1.60 LEEWARD 5.60 0.00 40.50 0 0.00 0.0 0.00 Sh1=2/3*FvS1: 0.47 sal sa2 sa3 PERIOD T o: 0.10 Sa: 0.91 0.96 0.91 4.18 3RD LEVEL WALL PERIOD T s: 0.52 WINDWARD 8.96 0.00 40.50 0 LEEWARD 5.60 0.00 40.50 0 0.00 0.0 0.00 Ct= 0.020 Ct=(.028)-steel,(.016)-concrete MRF&(.02)other 2ND LEVEL WALL hn(roof)= 10.00 uppermost level(ft) WINDWARD 8.96 0.00 40.50 0 1 Building Period(T)= 0.112 sec t Ct"(hn)^(X) 0.75 9.5.3.2 LEEWARD 5.60 0.00 40.50 0 0.00 0.0 0.00 1st LEVEL WALL Vmin= .044*Sds*I*W 0.040"W ASCE7 9.5.5.2.1-2 WINDWARD 63.00 10.50 5.00 3.31 31.50 104 V=Sds/(R/I) 0.303"W ASCE7 9.5.5.2.1-3 LEEWARD 63.00 10.50 5.00 3.31 31.50 104 Vmax= 1.394"W ASCE7 9.5.5.2.1-4 0.00 0 6.62 208.4 31.50 Design V 0.303 x W kips WIND X DIRECTION Design V 18.585 kips WIDTH -IEIGH1PRESSFORCE Y F Y sum F sum F Y Y avg LOAD FACTOR 1.400 (FT) (FT) (PSF) (KIPS) (FT) (K-F) Redundancy Factor 1.000 ROOF Factored V= 13.275 kips 0.2171 WINDWARD 6.16 0.00 37.83 0 low T<.5 high T>2.5 ratio LEEWARD 6.16 0.00 37.83 0 k= 1.00 1.00 0.50 2.00 2.50 -0.194 LEEWARD 0.00 0 0.00 0.0 0.00 MARK WEIGHT HEIGHT W"H^k Cvx V per LEVEL SUM 3RD LEVEL WALL • Level hi-hx M of M of WINDWARD 8.96 0.00 38.90 0 5 th LEVEL WT 0.00 10.00 0 0.00 0.00 10.00 0.00 0 LEEWARD 5.60 0.00 38.90 0 4 th LEVEL WT 0.00 10.00 0 0.00 0.00 10.00 0.00 0 0.00 0 0.00 0.0 0.00 3 RD LEVEL WT 0.00 10.00 0 0.00 0.00 10.00 0.00 0 2 nd LEVEL WT 0.00 10.00 0 0.00 0.00 10.00 0.00 0 2ND LEVEL WALL 1 st LEVEL WT 61.26 10.00 613 1.00 13.27 10.00 132.74 133 WINDWARD 8.96 0.00 38.90 0 0.00 I 6131 1.000 13.275 FT-K 133 LEEWARD 5.60 0.00 38.90 0 0.00 0.0 0.00 AMPLIFICATION r max 0.09 1st LEVEL WALL Base Area 2,388 WINDWARD 53.08 10.50 5.00 2.79 26.54 74 Raw Factor -2.54 LEEWARD 53.08 10.50 5.00 2.79 26.54 74 Redundancy Factor 1.00 LEEWARD 0.00 0.00 5.00 0.00 0.00 0 5.57 147.9 26.54 1.4 LA 12/4/2022 Page 2