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• Foundation kirting — 2610 Oakes Ave., Egirtt WA <br /> 1 —1'-0" 11/18/2014 A. Peirce <br /> NEW SKIRTING EXISTING <br /> STRUCTURE <br /> (EXISTING SOLID SHEATHING <br /> &6"LAP SIDING) <br /> PINE DRIP CAP(REPLACE W/ <br /> NEW AS NEEDED) <br /> 1X8 (EXISTING 2x8 joists) <br /> • <br /> • <br /> PINE/SPRUCE 1X8 <br /> (EXISTING 6X6 BEAM) <br /> * C16/i (2X4s&LEVELLING WEDGES <br /> BEADED CEILING DOUG FIR tx� AS NEEDED) <br /> 5/8"X4 COPPER TREATED <br /> (8X12 BRICK PILLARS <br /> 1X4 HEM/FIR P.T. (APPROX.3FT CTRS ON N. <br /> 1' SIDE,LEGACY SPACING <br /> 6"W PLASTIC(GUTTER GRD) — ELSEWHERE)) <br /> or METAL('/d'HDWR CLOTH) ••••••d•••• <br /> SCREEN SECURED TO FACE 4' <br /> OF STUBWALLS i?P i i (8X16 POURED CONCRETE <br /> PIER) <br /> ?:•••A::a::::9: :::n;:•4: <br /> STUBWALL - 2x4 HEM/FIR a;o:::6::::.�::¢:::;:;: <br /> GROUND CONTACT P.T. <br /> ::•••:h:::••: <br /> SECTION <br /> NORTH SIDE,TYPICAL OF ALL SIDES <br /> PREFERRED SUPPORT: <br /> �^ 2X4 BRACE TO JOIST— <br /> 1 FOR 32"OR SHORTER <br /> STUBWALL, <br /> 2 FOR LONGER STUBWALLS <br /> (IF INSTALLATION BLOCKED <br /> • BY PLUMBG ETC,USE ALT <br /> BEADED CEILING DOUG FIR SUPPORT BELOW) <br /> 5/8"X4 COPPER TREATED —� <br /> 6"SCREEN SECURED TO " __rl ALTERNATE SUPPORT: <br /> FACE OF STUBWALLS I._.LL. I.i � ..-.-.i... ; <br /> MECHANICAL OR ADHESIVE E <br /> CLEF._1-LBOND TO MASONRY PIER.. _ <br /> .............._...II 1 •: 1�:.y :b ? i::r,7¢ra f�:aoar <br /> STUBWALL-2x4 HEM/FIR J••..( _.(._..(...h..(_.L.-r.7._.(...-1.........i...._I'i'7%t.. -.i• .o?' i"!]:4 :V is Inv ;i. oa p;s: 5 <br /> • <br /> GROUND CONTACT P.T. : • • • °' ' ' ° 'a ' '' <br /> FLUSH W/GRADE,BOTH n•.•.d:•:•4::;::a:::A ::::b:: �::4: <br /> SIDES OF PIER p: : :: •.•v•.n.,.•:a:v: s::: <br /> ti EXISTING 8X16 POURED , <br /> ELEVATION DETAIL, CONCRETE PIER <br /> TYPICAL AT EACH PIER <br />