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� _—. <br /> � � . wt+afeTON a nssocu►rEs "r.'A° J <br /> 601 S.MIILIICEN AVE. <br /> SUITE FI i��,D T. h,q <br /> ' ONTARIO,CA 91761 <br /> (909)60�-6s65 i Qo Wq H 9l <br /> ��>6os.�a�o Fnx �j S9 6� s ��1 _ � <br /> STRUCTURALCALCULATIONSFOR � - Z <br /> 2727RMAPLE STREET�GE v'�y;Fy�`i a� <br /> EVERETT, WA �1 7Q 5— <br /> DESIGN LOADS(PER"97"UBC): <br /> ROOF L[VE LOAD............ LL :=20•PSF FLOOR L[VE LOAD... FLL := 125•PSF <br /> ROOF DEAD LOAD......... DL := 2•PSF FLOOR DEAD LOAD... FUL:= 40•PSF <br /> WIND LOADING(a�80 MPH.EXPOSURE C qs := 15.4•PSF PRESSURE <br /> Ce := 1.23 EXPOSURE C A'C 30 FT <br /> HORIZONTAL-->Pw:= qs•Ce�1.3 Pw= Z6.224•PSF <br /> UPLIFT --> Pu :=qs•Ce•.7 Pu = 14.12•PSF <br /> SEISMIC LOADING ZONE 3 <br /> TABLE 16-Q TABLE 16-K TABLE l6-N <br /> Ca :_ .33 I := 1.0 R := 4.5 <br /> V :_ 2.S�Ca•I V = 0.183 <br /> R <br /> PER CrEOTEC[-IIJICAL REPORT MOST SAMPLES REQUIRE>50 BLOWS PER FOOT <br /> PER STANDAWI PENETRATION TEST,PAGE 4,'fHEREFORE SOII.PROFII.E-Sc <br /> MATERIAI.SPEC�'ICATIONS: <br /> STEEL............................DECKING: GRADING"D"Fy=50 KSI <br /> PIPE COLUMN: Fy=46 kSI <br /> WmE FLANGE&CHANNEL: Fy=36 KSI <br /> CUNCRETF....................fc=2500PS1 (NOINSPECTIONREQUIRED) <br /> Pc=3000 PSI(COMPOSIT'E DECK ONLY,INSPECI'ION REQUIRED) <br /> REINFORCING............Fy=40 KSI <br /> BOI.TS..........................A-307 QUALITY <br /> WELDING....................ELECTRIC ARC WITH ELGCTRODES 8c WIItE CONFiRr�IING TO CLASS E-70. <br /> SO[L..............................2500 PSF ALLOWABLE BEARING PER REPORT BY <br /> NELSON COURVEITE AND ASSOCiATES.INC.FII.E M 220897 DATED N6VEI�ER 24, 1997. <br /> — _ . _.. � <br />