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KIWI 11 CONSTRUCT'"V <br />28177 KELLE14 ROAD <br />MURRIETA, CA 92563 <br />` (877)465.4942 <br />(951)301-8975 <br />(951) 301.4096 FAX <br />ATIN: ART LEON <br />STRUCI'URAL CALCULATIONS FOR <br />Premier STORAGE <br />9606 19th Avenue SE <br />Everett, WA 98208 <br />; rla�--O G <br />8/29/12 <br />T. <br />�c, R 21705 <br />�70NALE�'� <br />DESIGN LOADS (PER "2009" IBC): ELIACS 11 - ij o 12 <br />ROOF LIVE LOAD ............ LL:= 25•PSF FLOOR LIVE LOAD ................ FLL:= 125-PSF <br />ROOF DEAD LOAD......... DL:= 3•PSF FLOOR DEAD LOAD ............. FDL:= 42-PSF <br />WIND LOADING C 85 MPH, EXPOSURE C FROM (ASCE7-05 FIGURE 6-2) a 1.45 35 PI' <br />FIORIZONTAL (TRANSVERSE) <br />VERTICAL (ROOF UPLIFT) <br />SF,ISi\1IC LOADING 1 := 1.0 <br />SS := 1.253 MAX. GROUND MOTION <br />Sl := .421 MAX. GROUND MOTION <br />Fa := 1.0 SITE COEFFICIENT <br />Fv := 1.38 SITE COEFFICIENT <br />SMS:= Fa -SS SMS=1.253 <br />HT:= 7.6•PSF-X <br />VU:=-9.6-PSF-X <br />HT = 11.02 PSF <br />VU = -13 92 PSF <br />SITE CLASS C PER REPORT <br />SITE CLASS C <br />SM1 := Fv'SI SMI = 0.581 <br />2 2. <br />S SDI = 0.387 <br />SDS 3'SMS SDS=0.835 SDt 3' M1 <br />R:= 6.5 RESPONSE MODIFICATION COEFF. (ASCE7-05 TABLE 12.2.1) SIIL•ARWAi.LS <br />SF,ISMIC FACTOR FOR BUILDING <br />Cs := SDS Cs = 0.129 (ASCE7-05 12.S 2) Csmin := .01 (ASCE7-05 12.8-5) <br />R <br />SEISMIC CATEGORY D <br />SOILS .... ....................... 2500 PSF ALLOWABLE BEARING PER GEOTECHNICAL REPORT BY <br />EARTH SOLUTIONS NW, LLC. PROJECT PES-2432 DATED 6/26112. <br />1 <br />33l <br />