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II <br />'RNLelliiticii <br />Project <br />By <br />En-!i eeriR;^ <br />Subject <br />Project No. <br />a 120 Hoyt Ave. <br />Lverett, WA 98203 <br />Page No. <br />_ <br />(423) 7.S2-2373 <br />.f3 LI ott <br />A\ -k � ; -> Cz <br />y <br />I'ROJECI' NAME <br />1 1 V ��"I <br />l"SJ/!/ j T, <br />PROJECT NUMBER <br />LOCATION <br />WASH I h1C�Ii�n1 <br />CLIENT <br />& -7 71-CHUROW <br />' <br />DESIGN CRITERIA <br />CODE I R:& 2-pog <br />LIVE LOADS FLOOR IO0 _ pgT= <br />SNOW LJ PSF <br />WIND 95- MPH,, EXR I(E q. <br />1� �t LF.H7�� <br />SEISMIC WA <br />DEAD LOADS <br />ROOF I5 <br />F5F= <br />i <br />FLOOR 10 <br />SOIL VALUES <br />IMARING 2o0o PSF <br />LATERAL <br />CALC gt$Y: '"�' DATE:A/�4TRUCTCiRAL ONLY <br />.IUI.ISDICCION - <br />ADDITIONAT.STRUM. mALENOTNr%RRTN C. :.ENGINEER'S SI+-AI, <br />lZEQUIREAIENTS OR CITANGES TO PLANS' IS FOR LATERAL ' <br />ARE AS SHOWN STTT. LOADS ONLY. <br />NOTES. SCHEDULES AND DRTATIS PER SILT. UNLESS NOTED <br />