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MARION COUNTY BUILDING INSPECTION <br />COMMUNIl%r DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 · Salem, Oregon 97301-3670 <br />Office Hours: 8:00-4:30 · Phoee= (503) 588-5147 · 24-HR Inspection Une: (503) 588-7904 <br /> <br />~ATE/T[NE <br /> <br />TYPE <br />CLRSS <br />OCCUPANCY <br /> <br /> D~ELLiNG PERi, IT <br /> : 87/11/95 89=~8 STATUS = ISSUED <br /> <br /> ~ 1-Feaiiy uwel~ing, dezacnea TO EXPIRE : 81/87/1996 <br /> : R-3 PAGE <br /> DOOR SHALL NAVE A "U" RATING OF ~.2 OR SETTLE. <br />12, Heatinq aud cooling apoliances located in a garage shall be <br /> protected from impact by automobiles. Appliances that <br /> generate a glow~ spark of flame capable of igniting <br /> gasoline vapors located in a garage SMall be iM~al].ed with <br /> §urners~ burner ignltion devices' or heating ele,~ents and <br /> switches at least 18 inches above the fi. nor level, <br /> <br />1~. In new con~truction~ required smoke detectors shall receive <br /> their priMary power from the building wiring and whee <br /> primary powe~ is interrupted~ shall receive power from a <br /> batter×. <br />'[4. SMoke detectors shall be i~stalled outside of each separate <br /> sleeping area in the i~Medzate vicinity of the bedrooms and <br /> pn each additional st?y of, the dwelling including <br /> oase~en:s. All detectors small be inte~'co¥~nected suc~ that <br /> the actuation of one alarm will actuate all the alarms <br /> tl~e individual unit and shall provide an alarm which will <br /> be audible in all sleeping areas. (R-225.1) <br />15. This dwelling plans uses a combination of Brace Wa~l,~anels <br /> (BP) and AlternaTe Braced Wall Pane~s (ABP) to Meet 'cna <br /> :ode requireMieots for lateral wall bracing. Insure that <br /> all BP~s and ABP~$ are located as ii~dicated on the plans <br /> and constr~cted as shown on the plans and the attached <br /> detail sheets, <br /> ~OTE THE MINIMUM WIDTH OF 2'8". ON THE MASTER-PLA~, MANUF. <br /> STYL. E~ AND S%ZE OF NOLDOWN MUD% BE CALLED OUT. ALSO. SHOW <br /> HOLDOWN LOCATION~ SPECIFIC SIZE AND TYPE ON THE FOUNDATION <br /> PLAN. SHOW ALSO SIZE AND LOCATION OF REQUIRED REBAR, <br />16. Foundation plates shall be bolted to the foundation ~ith a <br /> MiniMUM 1/2 inch diameter by 18 inch anchor bolts embedded <br /> at least 7 inches into concrete er reinforced Masonry and <br /> spaced not wore than 6 feet apart with a MiniMu~ of ~ bol~s <br /> pgr piece with one bolt within 12 inches of the end of each <br /> p~ece, Figure <br />17~ Provide screened attic vents with a ne~ free area of <br /> of the attic area (or 1/~0~ if half is along eaves and the <br /> other half in the upper portio~>. <br />18~ Roof trusses are required to be designed by an Oregon <br /> registered Engineer or Architect. F~r trusses ,~an~factured <br /> by an approved 'fabrication piant~ have the design and <br /> layout 8rawings available at the construction s~te for the <br /> framing inspection. All ~ob s~te cutting or modificati~n <br /> of the roof trusses shall be clearlX shown in the <br /> engineer's design calculations and ~ra~ings. <br />1~. PORCH SLAB IS:S~OWN LOCATED :AGAINST THE HOUSE SIDIHG. FLASN <br /> IN AN ADAQUATE HANNER SO THAT WATER CANNOT REACH THE HOUSE <br /> SIDINg. <br />20. I'H[S PLAH RE¥[EW ASSUHES THAT THE ROOF LAYOUT ~HALL BE AS <br /> SHOWN Off THE PLANS. IF THE ROOF TRUSS LAYOUT I~ DIFFERENT <br /> THAN SHOWN~ APPLY TO THIS OFFICE FOR AN AgDENOUH BY <br /> SOBHiTTING THE DESIRED TRUSS LAYOOT, <br /> <br /> <br />