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� GORDON HOMES Se tember 30, 2013 SDA Job# 7144 3 <br /> All loads in pounds per square foot <br /> �EISMIC DESIGN: WALL DEAD LOAD= 10 sf ROOF DEAD LOAD= 15.0 sf <br /> E=Eh + Ev FLAT ROOF SNOW LOAD= 25 sf UPPER FLOOR D.L. = 12.0 sf <br /> E=pQE +,2SDSD QE =V= CSW RED.S.L. (20%`S.L.)= 0 LOWER FLOOR D.L. = 2.4 sf <br /> FLOOR LIVE LOAD= 40.0 sf <br /> p= 1.00 <br /> Site Class= D When the Site Class is not specified by Geotech, D will be assumed <br /> IE= 1 Importance factor as defined in Table 11.5-1 <br /> R = 6.5 <br /> hn= 16 Total hei ht of structure <br /> V=0.7SDSIEW/R SDS =2/3 SMS SS= 128.5% SMS = 128.5°/a V= 0.092 W <br /> Vmax= SD11EW/TaR SMS =(Fa)(Ss) Fa = 1.00 SDS = 85.7% E - 0.092 W <br /> 7a= 0.02hn0.75 SD1 =2/3 SM1 S1 = 45.3% SM1 = 70.2% <br /> Ta = 0.16 s SM1 = (Fv)(S1) Fv= 1.55 SD1 = 46.8°/o Cs = 0.092 <br /> ` MA/N FLOOR D/APHRAGM LOADING: NOT APPLICABLE <br /> Vl�(ROOF)= LENGTH WIDTH LOAD TOTAL W(ROOF)= LENGTH WIDTH LOAD TOTAL <br /> 113 25 15.0 42375 32.4 30 15.0 145f30 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> 15.0 0 15.0 0 <br /> Area= 2825 Sub-Total= 42375 Area= 972 Sub-Total= 14580 <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 12.0 0 48.5 26 12.0 15132 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> 12.0 0 12.0 0 <br /> Area= 0 Sub-Total= 0 Area= 1261 Sub-Total= 15132 <br /> W(WALL)= LENGTH RIB. HT LOAD TOTAL W(WALL)= LENGTH TRIB. HT. LOAD TOTAL <br /> 4£3.5 4 10.0 1940 59.5 4 10.0 2380 <br /> 48.5 4 10.0 1940 59.5 4 10.0 2380 <br /> 10.0 0 48.5 4 10.0 1940 <br /> 10.0 0 48.5 4 10.0 1940 <br /> 10.0 0 10.0 0 <br /> Area= 388 Sub-Total= 3880 Area= 864 Sub-Total= 8640 <br /> TOTAL= 46255 Ib TOTAL= Ib <br /> NOT APPLICABLE <br /> 4N(ROOF)= LENGTH WIDTH LOAD TOTAL V(MAIN FLOOR)= 092 x 46255 Ib= 4267 Ibs <br /> 15.0 0 V( )= 092 x Ib= ibs <br /> 15.0 0 V( ) = 092x Ib = Ibs <br /> 15.0 0 <br /> 15.0 0 REDISTRIBUTE: <br /> 15.0 0 <br /> Area= 0 Sub-Total= 0 EV x hei ht EV x hei ht <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL 4267 Ib 8.5 36272 <br /> 38.6 34 2.4 3150 Ib 0 0 <br /> 2.4 0 Ib 0 <br /> 2.4 0 TOTAL= 4267 Ib TOTAL= 36272 <br /> 2.4 0 <br /> 2.4 0 E (MAIN) FV x heiqht x FV TOTAL = 4267 Ibs <br /> Area= 1312 Sub-Total= 3150 �V x height TOTAL <br /> VI/(WALL)= LENGTH RIB. HT LOAD TOTAL <br /> 36 8 10.0 2880 E �� _ NOT USED = 0 Ibs <br /> 36 8 10.0 2880 <br /> 10.0 0 <br /> 10.0 0 E ��= NOT USED = 0 Ibs <br /> 10.0 0 <br /> Area= 576 Sub-Total= 5760 <br /> TOTAL= Ib <br />