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MARION COUNTY BUILDING INSPECTION <br />COMMUNITY DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 ° Salem, Oregon 97301-3670 <br />Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br />MTE/TIWE <br /> <br /> ~rnbib~t the.b~lding <br /> vaJuatJon eT toe acceptaoiiity eT existing structural <br /> menhers that may aooear to be unsafe· Existing <br /> construction not s~bcifically detailed in the submitted <br /> olmos end structural calculations ts beyond the scope of <br /> this review. <br />12. ALTERATIONS~ EEPAIRS & AOOITTONS· When alterations~ repairs <br /> or additions requiring a permit occur~ or when one or more <br /> s~eepipg ropms are ad~ed or creat~ in existin{) dwellings~ <br /> toe entire ouilding snail be provieed with smoRe detectors <br /> located as require~ for new d~e~lingsl the smoke detectors <br /> are not required to be interconnected unless other remodel- <br /> ina considerations require removal of the appropriate wall <br /> ann ceiling coverings to facilitate concealed interconnected <br /> 'ring. <br />1.~. ~OKE OFTEC~ORS. Smoke detectors shall be installed in each <br /> sleeping room~ outside of each separate sleepino area [n the <br /> Jntermeeiate vicinity of the bedron~ and on eac~ additional <br /> story of the dwelline unit. <br /> A33 ~etertors shall Be approved and Iisted and shal! be <br /> installed in accordance ~ith the ~anufacturer~s instructions <br /> . (Sar. <br />14. ROOF & FLOOR GL1J{.AM BEAM.~ The.plans su~eitted.srspose~ to <br /> use a §-l/8"x 15' g]u]am ueam to support a partial root and <br /> floor loading~ <br /> The minimum s~e g]ulam beam is a 5-1/B"x 21", 22F-V3. <br /> The ulans have been noted to reflect this chanoe. <br />15. GlUi~M CONCRFTE FOOTIN6S. The proposed concrete footings of <br /> 28"x 2e"x 18" do not provide enough bearing area to support <br /> the loads imposed. <br /> [he mip~mum bearing area.required is 8.~ sguare feet~ there- <br /> · ore~ toe minimum size OT toe concrete TOO~ing must oe <br /> 34"x ~4"X lB" with 3- No. 4 bars each way. <br />1~. AliOWARiF JOIST SPANS. The clear span oY floor joists shall <br /> ~ot ~xcead Zbe values, sol forth iD the #~estern Lumb~r Span <br /> a§]~s'?~r ~loor and uemiing deists and Roof Rafters · <br /> See.attached tab)es for span~ on center spacing and lumber <br /> grace reou~remen:s. <br />17. ATTIC ACCESS, Aread ly accessible at~ic access ~ramed <br /> open,ng not ,ess thani2? ,nche~ by Se ,nches shall be <br /> ~rnvided <br />CB. GARAGE SEPArATiON. The garage shall ~ seoarated free the <br /> owe~ing eno its attic area oy means-- 1/2-inch gypsu~ <br /> ~ard {gOlfed to the garage side of the wall and ceiling. <br /> <br /> <br />