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ri <br /> Foundation Skirting — 2610 Oakes Ave., Everett WA <br /> 1-1/2"=1'-0" Rev.A: 4/28/2016 A. Peirce Sht. 1 of 2 <br /> • <br /> NEW SKIRTING EXISTING <br /> STRUCTURE <br /> Ai <br /> (EXISTING SOLID SHEATHING <br /> &6"LAP SIDING) <br /> PINE DRIP CAP(REPLACE W/ <br /> NEW AS NEEDED) <br /> ...r <br /> UTILITY 1X8 111 <br /> (EXISTING 2x8 joists) <br /> I <br /> PINE/SPRUCE 1X8 --------- ‘Pv • <br /> Gk <br /> �Q3 4 <br /> (EXISTING 6X6 BEAM) <br /> Off' <br /> O <br /> � <br /> ./ <br /> •S (2X4s&LEVELLING WEDGES <br /> BEADED CEILING DOUG FIR <br /> p,`O AS NEEDED) <br /> 5/8"X4 COPPER TREATED <br /> (8X12 BRICK PILLARS <br /> 1X4 HEM/FIR P.T. Fa*. (APPROX.3FT CTRS ON N. <br /> IV SIDE,LEGACY SPACING <br /> 6"W PLASTIC(GUTTER GRD) ELSEWHERE)) <br /> or METAL(Y."HDWR CLOTH) §:::,a:: <br /> SCREEN SECURED TO FACE ' .A.••it <br /> OF STUBWALLS abb. :4: P XR POURED CONCRETE <br /> STUBWALL - 2x4 HEM/FIR 'd::4•,:•::7.::1:;,:• : • <br /> GROUND CONTACT P.T. :'. P' <br /> •.`•:•°:a:•v:::4p:: <br /> °•ir :4.•b:p::4.•• <br /> SECTION <br /> NORTH SIDE,TYPICAL OF ALL SIDES <br /> SUPPORT METHOD#1: <br /> '^ 2X4 BRACE TO JOIST— <br /> 1 FOR 32"OR SHORTER <br /> STUBWALL, <br /> jr/ 2 FOR LONGER STUBWALLS <br /> BEADED CEILING DOUG FIR (IF INSTALLATION BLOCKED <br /> BY PLUMBG ETC,USE ALT <br /> 5/8"X4, COPPER SUPPORT BELOW) <br /> PRESERVATIVE TREATEDCT- <br /> o . <br /> 6"SCREEN SECURED TO _ ALTERNATE SUPPORT#2: <br /> FACE OF STUBWALLS %mu III ; I I MECHANICAL OR ADHESIVE <br /> �2.. ,'•�•:1,:•:-q::.:o: :v:•••;•: BOND TO MASONRY PIER. <br /> b 'a:o::e::a:;:a::'Y:v : •: <br /> STUBWALL-2x4 HEM/FIR .' R s � :9 : 4v 'd: 9a ' 0:::°d::— 5 <br /> GROUND CONTACT P.T. °:°.:A::•y.o.:4,:::d:n:D::•:v,.:e:: _ <br /> FLUSH W/GRADE,BOTH I I ;;;;°;="'::1:4;:'A A 4::;c: :4 A : <br /> SIDES OF PIER :::: ::.•::b:•'' •::a:•':0'•o <br /> '•Y•••A••:d::n:p••?••9:4•.'°''4:n: <br /> ALTERNATE SUPPORT#3: '°':°•;.•?...4:°''¢'•4'b'•'p'tr'4• <br /> SIMPSON STRAP TIE(OR EQ.) : • <br /> •:::•:•:•:•:'••:•:•: •:•:•. <br /> FROM FACE OF ONE EXISTING 8X16 POURED <br /> STUBWALL UPPER PLATE TO ELEVATION DETAIL, CONCRETE PIER <br /> THE NEXT TYPICAL AT EACH PIER .-� <br />