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MARION COUNTY BUILDING INSPECTION <br /> COMMUNI~ DEVELOPMENT CENTER <br /> <br />D~TE/TII~E <br />TYPE <br />II. ASS <br />OCCUPANCY <br />CONSTRUCTION <br /> <br /> 285 Church Street NE · Room 132 · Salem, Oregon 97301-3670 <br /> Office Hours: 8:00-4~9~[~.B~,~!~1~5147 · 24-.R Inspection Line: (503) 373-4427 <br />86/27/96 11:18 PERHIT HO ~ 96-94763 <br />Addendum to Plans 5TATUS .- FZH~L <br />NisceZlaneous [te~ ISSUE9 = g6/27/1796 <br />R-3 TO EXPZRE '- 12/24/1996 <br />V-H PAGE 2 <br /> <br />PLAN REVIEW COMMENTS AND CONDITIONS <br /> <br />REQUIRED SETBACKS: Front: Left: Right: Rear: Special: <br /> <br /> 1. THIS PLAN REVIEW WAS COMPLETED BY S. FREILINGER ON 6/27/96. <br /> 2. Approval of submitted plans is not an approval of omissions <br /> or oversights by this office or of noocorlpliance with any <br /> applicable regulations of ~ocal govern~ent~ <br /> 3. Approved address numbers snail be pain,ed or affixed to the <br /> front of the building in a contrasting and highly visible <br /> color~ no~ less than'six (&) inches in heiqht for <br /> commercial use or four (4) inches in heiqh~ for residential <br /> use. The numbers shall be affixed prior ~o final <br /> inspection. (51J) (UFC 1~.301) (ORB 774) <br /> 4. A roadside marker shall be placed at the access point 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 43) inches in height for residential use. <br /> 5. The INSPECTION RECORD GREER CARP shall be posted in a <br /> visible and readily accessible location throughout <br /> construction, <br /> APPROVED CONSTRUCTION PLANS AND PLAN REVIEW COMMENTS AND <br /> CONPlTIONS shall be kept on the site of the building or work <br /> ~t ~he time of ~nsp~cti~n. . . . <br /> 6. wor~ may proceed only at the oirecsion of the inspector. <br /> To request an ins@action of co~plet~d w~rk, DIA~ <br /> (50~) 373-44?7 (24-hour inspection iine~ prior so 7:0B AM to <br /> receive same day service. <br /> 7. USE INSPECTION COPES WHEN REQUESTING INSPECTIONS: <br /> 1~2 - FOOTINGS. stake property lines and call before pour <br /> 103 UNDERFLOOR/POST & BEAM <br /> ~.04 - FRAMING, call when weather tight, chimney/fireplace <br /> installed~ ali backing, fire §Iocking, stairs, <br /> soffits in place, plumbing~ electrical, mechanical <br /> complete, truss details posted~ flood elevation <br /> certtification submitted. <br /> 105 - INSULATIOfl~ call before covered <br /> 106 - DRYWALL - call before taped <br /> 107 POLE HOLES~ call before pour <br /> B. 1B8 FOUNPATION WALL RESAR <br /> 110 - MASONRY REBAR <br /> 111 - SPECIAL BRACE PANELS <br /> 112 - MASONRY FIREPLACE PRE-COVER <br /> 11~ - SUSPENDED CEILING <br /> 1~4 - ROOF NAILING <br /> 115 - DEMOLITION INSPECTION <br /> 116 - OTHER STRUCTURAL INSPECTION <br /> 199 - STRUCTURAL FINAL <br /> 9. ALL BRACED PANELS NOTED ON THE PLANS WILL BE CONSTRUCTED AS <br /> AN EXTENDED ONE-STORY BRACED PANELS WITH HOLDDOWNS AND WALL <br /> SHEATHING INSTALLED ON BOTH SIDES OF THE WALLS. THE EXTENDED <br /> BRACED PANELS ARE A MINIMUM OF FOUR FEET WIDE AND CONSTRUCT- <br /> EP THE SAME AS AN ALTERNATE BRACED PANEL. THE HEIGHT OF THE <br /> WALLS IS LIMITED TO 12 FT. SEE THE ATTACHED DETAIL SHEET <br /> FOR AN EXTENDED BRACED PANEL. <br />lB. A SIMPSON H1B HURRICANE TIE WILL BE INSTALLED AT EACH TRUSS <br /> WITH BLOCKING INSTALLED BETWEEN EACH TRUSS. SEE THE ATTACHEP <br /> PRODUCT INFORMATION SHEETS ON THE INSTALLATION OF THESE TIES <br />]]. THE ROOF SHEATHING WILL BE FASTENEP TO THE BLOCKING BETWEEN <br /> THE TRUSSES. <br /> <br /> <br />