DWELL - 1474258 - Laserfiche WebLink

Home Browse Search

MARION COUNTY BUILDING INSPECTION COMMUNITY DEVELOPMENT CENTER 285 Church Street NE · Room 132 · ~lem, Oregon 97301-3670 Office Hours: 8:00-4:30 · Phone: [503) 588-5147 · 2A-HR Inspection Line: (503) 588-7904 DATE/T~HE TYPE CLASS OCCUPN, ICY CONSTRUCTIGN DWELLIN§ PF. RHIT ~&~2J)/97 88:22 PER~IT NO Here Si.ngl.e Family D~ee.llipg. STATUS 1-FaMily uuelling~ de'cachea ISSt~D R-3 TO EXPIRE : V-H PA(~E 925 - GAS PIPING 10. ?26 - FIREPLACE~ cali f~r ~hr~a~ inspection 9,~ D~ELLING ~ECHAHTCAL FINAl.. 9~1 D~EL.L~NG PLU~8~N~ FINAl_ 932 - O~ELLING ~L~CTRIC~L FINAL 999 - I)~ELL~NG FIH~L~ call ~h;n building ~s complefe and read~ to occupy. ~. CROUHO~N~ ELECTRO~ES. When concrete red, forcing b~s installed in concrete Footings, the followinq req~rements shall be Met to provide for m grounding electrode systeM: 1. Uncoated No. 4 reinforcing ~mr installed ~ot less 28 feet io lenQth encased ~i~h ~ Mi~iMu~ of 2 inches of 2. A~ uncoated No. 4 reinforcin~ bar stubbed up at lemst 12 inch~s above the floor plate line mhd tightly attached to the rein~orci~ bmr located in the footi~g. The spliced Imp of the staubhe8 up bar to the footin~ shall be a MiniMUM of 12 i~ches. (See Section 4188.1.2) [Sec. 483.4] 12. LQT DRAINAGE. Lots shall be ~rovided wi~h adequate mhd shal~ be ~raded so as to drmin surface ~ater away from foundation walls. The ~rmde away from focndation walls fa] m MiniMUM Of ~ inEhes within the first 18 feet. Where lot li~es, walls or o~her physical barriers prohibit 6 inches 6f fall within 1~ feet, drains or othmr mpproved Memns shall be provided to ~nsur~ positive drainaQe. [Sec. 481.3] 13. CONCRETE COVER. The fol~owin~ ~iniMUM concrete cover shall be provid~ for reinforcement: A. ~on~rmte cas~ against ~nd perMmnent[y exposed to earth ~qumls ~ ioches. B. [,oncrete ~xposed to emrth or wemther: Ho. 6 through 18 bmr = 2 inches .No. 5 bar, W31 or D~I ~ire and smaller = 1 1/2 inches. 14. GUSSETS. The conec~ion of the post to the beams shmll be Qumseted. The bottom of the po~t shall be restrained to prevent lateral displacement on mll columns over 4 feet length. Sec. 488.3 5 u~derfloor ventilation for e~ch 1588 square feet of 1.. UN~ERFLOOR VEHTILATION. Provid~ mt least one square foot of sp~c~ area. The openings shmll be covered ~itb ~ corrosion resistant wire Me~. At least o~ such openi~ shall be provided ~ithin 3 feet of emch corner of the building. The location of EnQin~ered Holdo~n ~ev~ces a~d the 1~stallmtion instructio~ fo~ these devices need to be tmkeo into account when placin9 foundation vents. A~ mn exaMple the i~mtaltmtion instructions of the holdown device May require r~bm~ to be installed. If rebmr is required~ no foundmtio~ re,tm should be instmlle~ ~ithin this rebar area. 16. UNDERFLOOR DRAINS. The finished ~rmde of the un~er~loor surface Mmy be located at the bottom of the footing, however w~ere there is evidmnce that the groundwater tmble cmn rise to within ~ inches of the finishes floor at the buildi~ perimeter or w~ere there is evidence that the surface wmter does oo~ remdily drmin away from the building site, the Qrade in the underfloor space shall b~ ms high as the outside fini~he~ qrmd~ unless mn approved drainage system is provided. [SeE~ 489.4] 17~ EN~. This structure ~ses an Engineered Design to Meet the lateral wa~l bracing requirements of ~:he code. Insure that ml~ detailed co~structio~ requireMent~ ~hown on the plans *LB. TRUSS DESIGN. ~oof trumm~s ar~ required ~o Oe Oe designed by an Oregpn registered Engineer or Architect. For trusses Manufactured by a~ approved fabrication ~lant, have the d~s~n ~ la,out drawings available at the construction s~t~ for *~fm 'Fra~io~ inspection. All job~ite cutting or 97-8387~ ISSUED 86/28/1997 12/17/1997 3