5901 23RD DR W PROVIDENCE 2023-05-22

Pro Design Lateral LOWER AMS PROV EVERETT 12-1-22 BUILDING IDENTIFICATION : PROVIDENCE EVERETT- MAIN WAREHOUSE CENTER OF MASS X=DISTANCE sideways on plan Y=DISTANCE up/dwn on plan FLOOR FLOOR FLOOR TOTAL TOTAL TOTAL 2ND FLR/LOW ROOF LENGTH WIDTH UNIT W WEIGHT X Y W X W Y (ft) (ft) (ksf) (kips) (ft) (ft) (k-ft) (k-ft) X Y 1 ROOF DL 400.0 135.0 0.0120 648.00 200.00 67.50 129600 43740.00 54000.00 2 COLLATERAL LOAD 400.0 135.0 0.0100 540.00 200.00 67.50 108000 36450.00 54000.00 108,000 1st WALL TYPE OF LENGTH HEIGHT UNIT W WEIGHT X Y W X W Y 2ND FLOOR SEISMIC WALL (ft) (ft) (ksf) (kips) (ft) (ft) (k-ft) (k-ft) FLOOR FLOOR 41111 TOTAL TOTAL TOTAL 1 LEFT TILT 135.00 27.00 0.091 330 0.00 67.50 0 22297.15 WEIGHT W X W Y Xcf-s Ycf-s 2 RIGHT TILT 135.00 27.00 0.091 330 400.00 67.50 132131 22297.15 (kips) (k-ft) (k-ft) (ft) (ft) 3 FRONT TILT 400.00 28.67 0.091 1039 200.00 0.00 207858 0.00 2506 501228 ##### 200.00 66.11 4 REAR TILT 400.00 25.83 0.091 936 200.00 135.00 187268######## SUM 2nd--> 0.00 0 0 0.0 0.0 SUM TOTAL--> 3824.28 2506.14 764856 251190 200.0 65.7 SEISMIC FORCE WIND FORCE ASSUMPTION: MARK WEIGHT HEIGHT<---Base on lump sum weight SIMPLIFIED WIND LOAD METHOD (kips) ( ft ) 110 MPH 3 SEC EXPOSURE C I w=1.0 5 th LEVEL WT 28.83 IBC18 ASCE7-16 WINDWARD LEEWARD IBC15 1605.3 LOAD COMBINATIONS FOR ASD 4 th LEVEL WT 28.83 WEIGHTS ARE 1/2 WALL ABOVE HEIGHT .=P .=P EQ 16-12&16-15 1.00 W 3 RD LEVEL WT 28.83 ,1/2 WALL BELOW+FLOOR 6/12 OR LESS ROOF EDGE 0-30 2 nd LEVEL WT 0.00 28.83 ROOF TYP 0-30 Wult Windward Lee Total 1 st LEVEL WT 2,506 28.83 WALL EDGE 0-30 11.20 20.58 31.78 11.20 20.58 31.78 sum(weight) r 2,5061 NAS EVERETT WALL TYP 0-30 15.89 6.51 22.40 15.89 6.51 22.40 SEISMIC USE GROUP I • BASE SHEAR B3 STEEL OCBF 35' Ss: 124% le 1.00 S1: 44% WINDY DIRECTION WIDTH HEIGHT PRESS.FORCE X F X sum F sum F X X avg R 3.00 Table 11.4-1 Fa: 1.10 (FT) (FT) (PSF) (KIPS) (FT) (K-F) Seismic Overstrength F 2.50 Table 11.4-2 Fv: 1.60 ROOF SITE CLASS D . 7-1611.4.6 11.4-5 11.4-6 11.4-7 WINDWARD 15.89 0.00 40.50 0 11.4-3 Sds=2/3*FaSs: 0.91 Sds(.4+.6T/To)Sd1/T Sd1Tl/T^2 LEEWARD 0.00 0.00 40.50 0 0.00 0.0 0.00 11.4-4 Sh1=2/3*FvS1: 0.47 Sa: 2.21 2.54 2.21 16.62 > 11.4.6 T o 0.2*Sds/Sd1 0.10 Seismic Design Category D 3RD LEVEL WALL > 11.4.6 T s Sds/Sd1 0.52 WINDWARD 15.89 0.00 24.00 0 11.4.6 T L fig 22-14 6.00 Manual Entry 6s is for Puget Sound LEEWARD 0.00 0.00 24.00 0 0.00 0.0 0.00 > Ct= 0.028 Ct=(.028)-steel,(.016)-concrete MRF&(.02)other 2ND LEVEL WALL > hn(roof)= 28.83 uppermostI level(ft) WINDWARD 15.89 0.00 0.00 0 F > I Building Period(T)= 0.412 sec Ct*(hn)^(X) 0.80 12.8-7 LEEWARD 0.00 0 0.00 0.0 0.00 1st LEVEL WALL 12/4/2022 ) I LI Page 1