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` <br />JRR Engineering, Inc. <br />18609 76th Ave. W, Suite B <br />Lynnwood, WA 98037-4149 <br />(425)697-5108 <br />i2nt Town 8 Country Post Frame Building <br />16521 Highway 99, Ste 8 <br />Lynnwood, WA 98037•3199 <br />(425) 743-1555 <br />Leterel & Vertical Design <br />1997 UBC <br />Live Loads Seismic. Zone 3 <br />80 mph Exposure'o" <br />Snow Load 25 ps( <br />P�oject LoCation Everett, WA <br />Design celculations ere for wind <br />exposure B and 25 psf snow load <br />Do nol use or depend upon these _. , <br />celculations (or more severe wind _, <br />exposure or snow laading _ <br />i <br />_.t <br />—1 <br />�--��' ----� <br />� 1 _ ._. - �_ ---- —�------ <br />_� <br />Dend Loads Rool 10 ps( (3 psf for purlins) <br />Extcrior wall load 5 psf <br />Assumed Soil Values per 1997 U8C Soil Bearing: 2000 psl (Contractor shalt notily Engineer if <br />testing indicales bearing capecily is lower than 2000 psp <br />design P=Ce^Cq'qs'I <br />Where, Cq=Varies (Teble 18-H) <br />qs=164 pst (Teble 18-F) ---- ---._----. , <br />I = 1 A (Table 16-K) -- - --- , <br />Ce Varies ovei height (Table 18-G) _ __ , <br />0-15 Ce = 0 62 and P= 132 psf <br />15-20 Ce = 0 67 end P= 14 3 psf <br />20-25 Ce = C72 and P= 15.4 pst <br />Seismic design <br />Prepa�ed by AMR <br />Ghecked by: RKR <br />V= 2 SC�I WIR F=�� Eh/1.4 i� = z <br />Where, Ca = 0 38 (Teble 18-Q) <br />Z = 0 3 (Tablr, 16-I� <br />I = ' 0 (Teble 18-K) <br />R = 4 5 (Table 18-N� <br />W = Total dead lo�d <br />t'id = Suil Type (Seclian-1fi29 3) <br />1 4- UlGmate Stren{�th To Alloweble Stress <br />�� = Redundency Factor (1 0<�.<1 5) (Eq �0•3) <br />Eh = V= Honzonlat Bose Shenr ([q 30-5) <br />E = Seismic Force (Eq. 30-1) <br />� Ab = Total Ground Floor Area <br />r=(tO/Lw) Vi / VI (Seclion 1630 1) <br />� Vi = Wall Shear � <br />Vt = Total Sbry Shear <br />Lw = l.eng�h of Well <br />Pro)ecl No 00 _3PE-06 _ <br />refore. V = J43 <br />Pro�ect Name True Green Land Care Pole 81dg <br />9/28/2000 <br />20/(r (Ab)^.5) <br />,� K• Ri <br />�As��N, -9 <br />c� , <br />i/ <br />� <br />^ ae9 O � <br />�/���r <br />'/ON�I. �'' �/ <br />I�i �P��2o01 <br />��� <br />%�l�l,'�JJ <br />Page t <br />_c i(� <br />