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THE ASH COMPANY <br />u. irniiif,lillfi?i!)oo <br />LOS ANGELES, CALIFORNIA 90036 <br />Phono 93$1298 <br />.,os bLTIELtARTtdUDkE tlnpueucL-tuR_,Ar ku osJl t <br />, <br />cAt-cutAIEo BY DAIE <br />DAT€CH€CXEO BY -J--L$-3+ <br />sc^tE_ <br />PRoJEGT: P0RT/AL cnRTll6unK€ CamPLqNc€ tuRqLL€N KUUsKI <br />5o5 S. fietD ) 5AP/0 Aue , cA' <br />ARCHITECT: BOB RICH4IIOS','^] D€5IC^t I D€V€LOPH€&'T <br />oI'l}IER: A(' ALLEP KrJ'J5kt <br />s 1 <br />IP <br />THESE STRUCTUML CALCUIATIONS WE RE PREPARED BY:,u,/ <br />STRUCIURAL CRITERIA <br />OUNDATIONS : USE DESIGN SOIL BEA RING VALT'E OF <br />-}.'ATERIAIS AND STRESSES: <br />coDE:tAItsTEDITIoN oF U, B.C' <br />A'liD REQUTREMENTs oF THE LocAL BUTLDTNG orrr.(*rr ANA BLpc. DrrT) <br />) <br />) <br />) <br />) <br />a <br />b <br />c <br />d <br />CONCRETE: Frc = 21000 psi. (UNLESS NOTED OTHERWISE) <br />STEEL REINF.: A-615 (Grade 40) <br />STRUCTIJRALSTEEL: A-36 <br />LI.'MBER: <br />) <br />) <br />) <br />) <br />1 <br />2 <br />3 <br />4 <br />s <br />JOISTS A}ID RAFTERS <br />BEAI',IS AND STRINGERS <br />POSTS <br />STIJDS <br />1,450 psi <br />1, 300 'r1,500 rl <br />925 n <br />(b) Floore <br />#2 <br />ltL <br />STR <br />D.F. <br />D.F. <br />D (a) Roof <br />ROOFINC : <br />SHEATHING: <br />T.RAMING: <br />CEILING: <br />MISCELI,AN.: <br />Pef <br />TOTAL D.L.:Ps f. <br />LOAD <br />SEL. <br />SII'DS <br />COVER ; <br />SUB.FLOOR: <br />FRAI'{ING AND SHTG: <br />CEILING: <br />MISC. ; <br />TOTAL D.L. <br />Psftt <br />It <br />tt <br />ta <br />It <br />ta <br />tt <br />rl <br />Psf <br />LIVE LOADS:(a) Roof : ^.--Psf. (b) Floors:lz-Psf. (c) Wind: 15 psf. <br />FO t-1t-4t