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10/01/97 12:46 FAX 5033780510 NICHOLAS JASPER ~01 <br /> <br />INumber ofpsgsa including cover <br />sheet <br /> <br />TO: Tim Berkey <br /> <br />Phone <br />Fax Phone (503) 390-1056 <br /> <br />FROM: <br /> <br />Phone <br />Fax Phone <br /> <br />Nicholas Jasper <br />6687 Skyline Road S. <br />Salem, Oregon 97306 <br /> <br />(503) 378-0510 <br />(503) 378 05~0 <br /> <br />CC: <br /> <br />Don Wslter~ - 588. 7948 <br /> <br />REMARKS: X Urgent X For your review X Reply ASAP [] Please Comment <br /> <br />ACTIVITY # 974)4974 <br /> <br />JOB: Pole Building for LOUIS MEZA <br /> <br />FILE No.: 6-97-16 <br /> <br />ADDRESS: 9003 SHAW SQUARE Rd. <br /> SHAW, OREGON <br /> <br /> O¢'T G 1 1997 <br /> MARION COUNTY <br />BUILDING INSPEC: <br /> <br />Tim: <br /> <br />I have examined the calculstior~ for tho snow and roof loading for the pole building you are erecting for <br />Louis Mesa. One of the double truss frames may be replaced with double 2xt2'a supported at the esve line <br />and at the mid point by 6x6 poets. As nsn be seen on page 7 of the structural calculation, s eat of double <br />2x12 rafters is adequate to support the mol dsad end live loads. Install the po~ts as described in the <br />Construction Notes (Sht 3 of 3 of the calculation package) end ;ag shown on Drawing Sheet 1. Block between <br />the mftere with 4x6 blocks. Attach the raftore to the posts with the sams nail, bolt and trues block schedule <br />shown for the trusses. This substitution will not reduce the structural capacity of the building or reduce the <br />economic or esrvlcs lifo of the structure. Please con~act mo if you have any questions. <br /> <br />Nicholsa Jasper, P.E. <br /> <br /> <br />