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1e• V <br /> WOOD CONSTBUC11 ON DATA 6 7 <br /> Figure 7 Fleshing at Various Points cobs=supporting a permanent structure intended <br /> on a Roof for hum anoccupancy and exposed to monk should <br /> be at least S inches(Figure 3&Figure 9). <br /> SAMARA° • e i;nr in besmears,cellos, or Mira eaposcd m <br /> Pnrou m WHOA the weather;Hood mkrmm mirk support pmsa- <br /> i nem structures;hand be stgpated by a meal a <br /> Flamm, concrete pedestal e dee clendiag I inch above concrete <br /> STARTER slabs or m and 6 inches above posed earth <br /> rx. aewncc <br /> I <br /> . and separated from soil by an impervious moisture <br /> • '•w barrier(figure 10). <br /> • It hod joiar hams or u:d lot into exterior <br /> nuszerw m concrete walls should have at least lit <br /> ROOM* inch of air spare ar top eod and sides(Fivue 11). <br /> WAKED up • Wood wbichrest an coma*ormasmyate- <br /> =LC nor keasah ldbeakaff 8ivrhaabort erposed <br /> earth ante atelier of the budding(Friare S). <br /> The bottom ofwoodjase,girders.and snbfioors am <br /> peeded San foundation walls shoved be at lent S inches <br /> Figure 8 Clearance Between Wood above the horizontal projection of the outside erode level <br /> Siding and Earth and:Ladd terminate atone Seders re of any£amdation <br /> uaf.t ds <br /> I • nod siding and wood aimshould be at least 6 <br /> inches above exposed earth au the exterior of a <br /> sr:mai a(mare S) <br /> •Fences and similar m milarireas should be separatedfio <br /> the main stnxture by at least 2 aches. <br /> •Evmtor WOOS sreps. Structural pardons of wood <br /> err LEAST c .in,wrchas wringers and posit JnNdbe a least <br /> r- FOR / noun soli? <br /> 1 fft <br /> 6in[hes above t1e$ms}ed¢rade(Fr_we1_). <br /> r(///i •Porches,brreewrs,aim pada,..Beams and head <br /> o' s' en=uncaring floor framing should be at leaal2 <br /> YIN, YIN. 1 I M <br /> - - ®� SOLID um. inches above emend withoutists a the bottom of <br /> MASONRY aw'ood so-natural fin joists should be at <br /> OAUP- — iiii CAP least 16 inches above ground Yoe which rest on <br /> PROOrEa C� r`�I I _n wood.concrete.or masonry floors should be <br /> sup- <br /> ported on Metal or Contrete pedestals CR :ding at <br /> least 1 huh Moveve&boororat least 6 ivclrsabove <br /> Distance-Sepoudor of Wood Dementsexposedm l andseparatedbyaninvent=bar- <br /> Separatioo of narrated wood from the grand and tier(Figure 9&Figure 10). <br /> other winces <br /> .epa ture and tensileinfitauon is very •Cenays:reps,cathete pawn slabs,pan a slabs or <br /> .=poun Thee separations specified i9 this section tie rersastm <br /> recovmumded for all buddags and ate those considered �' €atiin. nd d sepshodfrauut]be woodw the <br /> ern, lo maintain nand in manansmtc- me iat5f the1nlcre foundation. i inches. <br /> Gmwnod in <br /> rasa prom.ed fionav eistur lean 2 iceale d route pen- <br /> iris iricotposible orrreronra tocomalywith the clernce protected Fi ie13i&vemranc)aledtmmirepa- <br /> ircaotpoti e tied uariyaltornub orporedemare elratie, .f"rcll&Figacd Oth <br /> woodisd.comended. fly dmnhkorprw:nnnnmrtai .S)ndms,wirwbw rim,and a9rn dsrmuin'm m. <br /> wood is rgmmrrreded' mcjvnods shouldbe separated fromexterior siding <br /> •kanwhpacer and other sarilaamexcaysled meas. avoid trapping rainwater. <br /> clearance between the bottom of wood deists.era •Sfoimnepnmcabkfbors or ea*which are ex <br /> wood structural-doerwithhovjoints.and the mound posed to the weather_sorb as concrete ormasunry <br /> sbonld be at least IS aches Between the boom of slab shonldbe raparaedfrom sapwood'unmoral <br /> wood girders and the mound the clearance should neay ippodiog them by an irnpenious mais. <br /> be ropporting at least 12 ache..Clearance between a past or une bmrier. <br /> M&RGvFo Est6 ar_a.tSSDCA1wa <br /> L <br />