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>C IPTIVE \/ ALL FAQ A� ,CING <br />=D WALL PANEL CONSTQUCTION <br />-D PANED 4" MIN. LENGTH <br />C 2008 CODE) <br />SCHEDULE:-: <br />2XG AT 1G" O.G. <br />E/ANCHORAGE - PRESERVATIVE TREATlED 2X WITH 1/2' DIA. X 10' A.B. AT 72' O.G. <br />TE/ANCHORAGE -- MINIMUM 2X PLATE FASTENED TO FLOOR FRAMING WITH :1Gd COMMON NAILS <br />AT 1G" ON CENTER. <br />�+ MIN. 5 PLY RATED PLYWOOD INDEX 24/0 CDX PLYWOOD. OR 7116" 2--M-W PARTICLEBOARD <br />(OSBJ. PROVIDE 2' NOMINAL 13LOOKING AT ALL PANEL JOINTS. <br />5 - 8d COMMON NAILS OR 14 GA. X 2' X 7/1G" GROWN STAPLES <br />5PAGING G" O.G. ALONG PANEL ED -6E5. 12" O.G. IN FIELD <br />-RNATIVE BRACED PANED 2'-8" MIN. LENGTH <br />SOLE PLATE/ SHEATING/ FASTENERS AND SPACING - SAME AS BRACE PANEL <br />E/ANCHORAGE - PRESERVATIVE TREATED 2X WITH 1/2' DIA. X 10' A.B. AT QUARTER POINTS. <br />L ANCHORAGE - 1B00# HOLD DOWN DEVICES AT VERTICAL BOUNDARY MEMBERS. <br />#4 HORI7-ONTAL REBAR TOP -+ BOTTOM IN STEM WALL FOR A DISTANCE OF 5' EACH SIDE <br />Or ABP CENTERLINE -+ #4 VERTICAL REBAR AT 24' O.G. <br />y <br />000 <br />THIS SITE PLAN WAS PREPARED BY <br />THE APPLICANT AND USED FOR <br />REV[EW OF <br />SYSTE C <br />PLA NN! <br />N, <br />Septic Site Plan <br />555-19-006275-AUTH <br />NORMAN R HARRISON DST <br />10725 OAK DR SE, SALEM <br />093W09D 01000; 1.99 acres <br />RECEWE <br />D <br />AUG 2120196(- <br />MARION <br />120196(-MARION COUNTY <br />BUILDING INSPECTION <br />f9-qX6Ce27s� A07H <br />EXISTING SINGLE <br />STORY HOUSE <br />PROPOSED SINGLE <br />STORY ADDITION <br />415 SO. FT. <br />TIE RAIN DRAINS INTO <br />(E) RAIN DRAIN <br />SYSTEM <br />OPOSED SITE PLAN - SCA <br />