Laserfiche WebLink
MARION COUNTY BUILDING INSPECTION <br /> <br /> 3150 Lancaster Dr. N.Eo · Suite C · Salem, Oregon 97305-1398 <br />Office Houre: 8:00-4:30 * Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br />: 97-~3325 <br />: ISSUE]) <br />: ~/~3/19~7 <br />: 11/3a/1997 <br /> 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />SETBACKS: Front: Left: <br /> OK AS PER SITE PLAN <br /> <br />Right= 5 Rear: <br /> <br />Special: <br /> <br /> 1. THIS PLAN REVIEW WAS COMPLETED DY M. JONES ON 05/30/77. <br /> 2. Approval of submitted plans is not an approval of omissions <br /> or oversights by this office or of noncm~pliance with any <br /> ~pplica~le regulations of ~ocal government. <br /> 3. Approveo address numoers snall be painted or affixed to the <br /> front of the building in a contrasting and highly visible <br /> color, not less than six (&) inches in height for <br /> commercial use or four (4) inches in heiqh~ for residential <br /> use. The numbers shall be affixed prior ~o final <br /> ~nspe~tion. (513) (UFC 1~.3B1) (ORD 774) <br /> 4. N roaeside marker shall be placed at the access poiot with <br /> address numbers in a contrasting and highly visible color, <br /> not less than five (5) inches in height for commercial use, <br /> or three (3) inches in height for residential use. <br /> 5. The INSPECTION RECORD GREER CARD shall be posted in a <br /> visible and readily accessible location throughout <br /> construction. <br /> APPROVED CONSTRUCTION PLANS AND PLAN REVIEW COMMENTS AND <br /> CONDITIONS shall be kept on the site of the building or work <br /> ~t ~he time of inspection. . <br /> ~. #or~ may proceed only at the direction of the inspector. <br /> To request an inspection of completed work~ DIAL . <br /> (5B3) 373-4427 (24-hour inspection line) prior to 7.00 AM to <br /> receive same day service. <br /> 7. USE INSPECTION CODES WHEN REOUESTING INSPECTIONS: <br /> 102 - FOOTINGS. stake property lines and call before pour <br /> 1~3 UNDERFLOOR/POST & BEAM <br /> 104 - FRAflINGe call when. weather tighte chimney/fireplace <br /> installed~ ali bac~ing~ fire §locking~ szairs~ <br /> soffits in place~ pluAbing~ electrical, mechanical <br /> complete~ truss details posted, flood elevation <br /> certtification submitted. <br /> 105 - INSULATION, call before covered <br /> 10& - DRYWALL - call before taped <br /> 107 - POLE HOLES~ call before pour <br /> B. 1~8 - FOUNDATION WALL REBAR <br /> 11~ - MASONRY REBAR <br /> 111 - SPECIAL BRACE PANELS <br /> 112 - flASONRY FIREPLACE PRE-COVER <br /> 113 - SUSPENDED CEILING <br /> 114 - ROOF NAILING <br /> 115 - DEMOLITION INSPECTION <br /> 11~ - OTHER STRUCTURAL INSPECTION <br /> l?~ - STRUCTURAL FINAL <br /> ?. STRUCTURAL RIDGE BEAM. The ridge beam shall be capable of <br /> c~rry~ng ~he. impo~ed ¥oof loads and ~ha~l ~e ~upported by <br /> s~ruc~urai elements ~nich transmit the loaos ~o the <br /> foundation is required. <br /> Provide ridgebeam support at each end. <br /> R~dgebeam appears to be supported at one end by a 4x8 header <br /> adore the 5x4 window and the other end by a 4x8 header at <br /> e~i~ting/addition ~all. <br /> Header at openings, minimum size: <br /> 1) ~x12 DF Select Structural or <br /> 2) T~ 1-3/4" x 7-1/4" 1.SE LVL Mircolam <br /> ~) 5-1/2, x ~-1/4,' Timherstrand 1.5E <br />~. BP. This structure uses Brace Wall Panels (BP) to meet the <br /> code requirement for lateral ~all bracing. Insure that all <br /> <br /> <br />