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I rion County <br /> <br /> OREGON <br />COMMUNITY DEVELOPMENT <br /> DEPARTMENT <br /> <br />DIRECTOR <br />Craig O. Luedeman <br /> <br />BUILDING INSPECTION <br />(503~ 588-5147 <br /> <br />PLANNING & <br />ENFORCEMENT <br />[5031 508-5038 <br /> <br />IIOARD OF <br />COMMIS..qONERS <br />Randall Franke <br />Gary Heer <br />Mary Pearmine <br /> <br />ADMINISTRATIV[ <br />OFFICER <br />Ken Roudybush <br /> <br />FEBRUARY 18, 1997 <br /> <br />FRED PODHORA <br />12877 MAPLE LEAF CT NE <br />AURORA, OR 97002 <br /> <br />RE: GARAGE CONSTRUCTED UNDER PERMIT # 96-06425 <br /> <br />The structure discussed in this letter is a wood framed residential garage, being <br />24' wide and 40' deep. There is a single 16' overhead door on the south end and a <br />3' exit door on the north end. The roof is a gable design with composition three <br />tab shingles, a 4/12 pitch and factory built trusses at 24" oc. The siding is 4' x 8' <br />Duratemp Plywood sheets with an 8" spaced groove pattern installed directly over <br />2" x 4" studs at 16" oc. No vapor barrier, insulation or interior wall covering is <br />installed. There is no interior covering on the ceiling. Eave vents are present in <br />the blocking between the trusses over the exterior side walls, however they are <br />completely blocked by a siding trim board. There are two veins in the gable end <br />over the overhead door and two additional in the roof. <br /> <br />The garage is provided with a concrete slab floor throughout, extending only <br />approximately 6" outside the overhead door. The approach and driveway area are <br />graveled. The exterior of the structure including siding, fascia and trim has not <br />been painted. <br /> <br />On Wednesday the 29th of January, I reviewed the completed structure at your <br />request and in your presence. The following issues were noted during that visit. <br />Starting at the roof of the structure, we noticed several areas where shingles were <br />not laying flat, but were being held up by something. There also appeared to be <br />areas where elongated bumps are present. These could be caused by the plywood <br />sheathing raising. Both conditions need to be investigated and resolved. On the <br />interior underside of the roof sheathing I observed dark discoloration appearing to <br />be mold. There were two small areas where the plywood appeared to have <br />delaminated. <br /> <br />The concrete slab appears to be relatively flat from the rear to the front of the <br />structure. The only exception is in the center area extending approximately 16' in <br /> <br />Community Development Center · 285 Church Street N.E., Room 132 · Salem, Oregon 97301-3670 <br /> <br /> <br />