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DEPilRT:iF.Ni OF CO ��UNITY DCVELOPNE?1T <br />DUILDIt:G DiVISIOtl <br />RESiDEt10E PL6Tl CORliEC:I017 SfIEGT <br />1973 11.H.C. � <br />Qmcr G.. '� � i I-� �� i•. 1 � �- .. <br />i ." <br />Job luldzess � t I -: - i ` � f�..i�' '' __ . <br />Plan Chcck � � �� 7 $ z- � <br />V�luatio� Permit Fcc <br />Plnn Cheek Fce �_ . <br />Coccectlons CIIL•CRMI liC10H ace par[ of the plans and chall remain ,� � <br />a:[ached to tF.c approved set of pinns. She approval of plans and �. <br />speeifie�ticne does not pernit the violation of any scr.tion of tha ,� • <br />Uoifom Guildin� Codc, ar other City Ordinancc ot SWte Law. Thn � <br />folloi�in3 eorzeccions au indicated Nill ba conplicd vlth. �� <br />Foa: Fra�inq. Aoof 6 �:tica � � <br />� <br />n <br />1. :russes shall bo dc�i9ned by a zcgieecred tuashington Stato <br />Enginee:. :rvsces shall be fahrieated from only theue <br />Ge�igna.. Submit design to Duil�ing Departnent. , � <br />Y. When thc roof piteh is less than 3 and 12, rid9e, hips and .,,�, '�, <br />� + vallcys shall hc decl9ned .s.beams. Seetion 2518 (9) 1� .,�� <br />). P.afcer ties shall be installed a mininun oE 4' on center �� � 1 <br />w•�eze ceiling jois:s and r�fters are not parallei. Section �, <br />� 2i18 !9) 4. � <br />{. Furlins nay bc Sr.Gtalled to reducc rafter cpan and shall bo �• � <br />- braceL to bc�ring va11 or bcart�e only, (not cciling joiste). �� <br />:ha purlin shall bc no smaller than tho raEtcr it supportn. . <br />Ninir.,u.� bracec 2' x 4'� naximun clopes on 6xaces 45. . i <br />. Seetinn 3517 (gJ 5. i <br />5. Coaoosition shin9les shall he npplied [o colld sheathed � �. � <br />- zoofs. Covered utth 151 felt underlay. Plinimu� 4 and 12 <br />pltch required. Sectian 3:01 (d) 2. �� <br />6 Shake zoof requires 30i intexwcave with n pitch of not les� �' .i <br />than 9 and 12. Valley flashing s}»11 have a cplash divertet � i <br />' rib mt less than 1" hiqh. Section 3203 (d) B. .�. <br />� 7. Attic access Y2" x 30" vith a ninimum headroon elcaranca of �� j <br />- JO". Scc[ion 32J5 (a). . . � <br />i <br />8. Cross at[ic venGilation mquired at 1/150 of the attSe aroa �� �i <br />�- or at 1/700 of thc attic arca iE y ie in Cha soEFit and Se � ; <br />__ __. _ iy above tha plate line. Section 7205 (cI. ,' �� ; <br />9. Ply:ood zoof eheathing ehall be bonded �rith exterioc or inter- ..� <br />-� cadia[c qlua. (�lso sce See[Son 2517.(1). . �� " �,� <br />Fran:n <br />10. nAcqm[c Snehorogc o: [hc root or bcam, to colu:ma c:' �<•illo, � <br />�� nml of wnlln nnd cnl�uam to Chc loundntlon tn ror.in•, oe. r tutn-\ <br />ing, ui,liCt au� cli�inq. uLall bo 1'�'ovi.lyd Li all �,waa. <br />Seccion 2708 (c). •\ <br />11. All eolurm and post supporte shall 6e designed to hold the ' <br />- cola�n or pc�t securely in pocition cnd Co p:otoct ic� baco . <br />froa dotcrioruticn. Y90 rooiing Ss parnittcd undor yoct. '. <br />locate3 in crnvl cpaces. SnctSon 2517 (c) 6. .� � �� <br />__. . . . . . .- �-�. :..� <br />---__ ...- - ----- <br />12. Fixc staps sh�ll 6c pzovided to cu[ ofP. all ccnccaled d:af: . <br />openinqs, boUi vcr[ical �nd horizontalr end fo:n an c::cctivc <br />bar:icc tcb.:ecn cto:ic„ ar.d bet.:cen s tap s:o:y a..� :co: <br />❑pacc. SecLion 25ll (C). � <br />13. Joi�ts undcr.tcaring pa:[itions cha11 tc cocS:ed. Joi,: � <br />fiaacd inho [hc sitie o: a �,'ood girder ehall be su�porced b}' ' <br />framin9 ancnors, usin9 only na:ls deeigned for use ui[.`. :raa:ag <br />� a.�chorc. Joict chall be stipported laterally a[ tFe ends cnd <br />� ' a[ coch nupport.� Sectlon 2518 (di 3. <br />ld. Ccarin9 pa:titions perpendieular to joist s:all �ot ba off:et . <br />£ra:� cuPPo:G girdcrs, r+illc or parti[io�s cnore ehan [L'c joist. . <br />dc�[h. Section 2518 (d) 5. <br />15. EFudrs ehall be capped Wien double top plates irs.alled to pre- <br />vide ove�lapping at co:nerc and a[ intvrseceions with oca:ing <br />partitions. End joints in douhle pla[es sY.all be o:fsec at . <br />lcast 40". Section 2518 (f) 4. , <br />16. A1l exterior ualls a,-.d m�in cros� s.ud partitions shall te <br />- ef:ective:y and thoroughly br�eeQ at eact, end, aa3 ac l.as: i <br />evcry 25 fcet. Section (f) 5. j� <br />?7. T.'_? epen:nye :r. hcaring valls shall bc provided �.•ith heace:s. . <br />-, {!radcrs sha11 have at lcast n 2" continuous bcaz:nq m.thc <br />f:nor or botton pla[e. Secttu� 2516 (fI 7. , <br />Four.dation ' <br />�18. Crawl cp�cc undcr flxrs ch�ll be at lc�se 10", a r,.inin�r... of � <br />, - lY [o botto:n of glydcr. Urdec floor arca shall bc proviEcd <br />with a ninimum oi 18" x 24" aceess crawl hole. Sectio� � <br />2517 (c) 2. . . <br />f 19. All wood in contact wi:h concrete or�nasoaary sh;.11 te p:essu:e • <br />i [reated e•ood of any spec:es, foundation grade eeda- or xe3.aod� . <br />all n�rY.ed ar branded by an appxoved agencl. Sc�[ion :517 � <br />!c) 3. <br />��IO. :tininun fa�ndation vcr.tila[ion 15 squarc fect for cach i5 <br />lineal feeC oE ex[erior wall, arrange� as to fo:n erocs ve�- <br />tilation. O�enings Go 6e eovered vith a cor:osien r��ist�nt <br />. vire r..c�h o: not less than y" noz morc than k" openioge.. <br />Sectiun 2517 (c) G. <br />21. Foundation plates �hill hc anchorcd alth not lesa than k` <br />boltc erabeded at lea�t 7° and sp�ced not r.�ore than u' a?azt. <br />^.here shall be u mininun of P bol:e per piece, uith 1 Solt <br />. loca[ed within 1' of end o: each piece. Seetion 2907 (e7. <br />22. Dt�xinun backfill allo�red for wall thicknesn 6 ineh wall - <br />5 feet; 6 inch �.•all - 7 feet� 10 inch Wall - 9 feet. <br />Section 2907 (f). <br />_ 23. The foundatlon p'atc shall be G' abovc qrad�. Tab1c 29-�. <br />1 ctory - 6` mininaa wall - G" x12" foating - 18" telov grade. <br />� 2 c[ory - 8' mini:.ia� aall - 7" x 15" fooCSnS- 18' bc'_cv qradc. <br />� 3 etory -10" mininum wall - 8" x 18• fooGing- 24" bo:o•.+ �c�de. <br />14emnnry Venenr <br />-- 24. Drick venccr sY.�ll c�pport no lo�d o.h.cr than itc o•.� •aciyht <br />and cre ve:tical Le�L vuight of the �eneer abovn. Scceion �OCS <br />' (��' . . ._...__. _ _ -. .. <br />25. ➢:ick venccr chall Yavc a 1" air spacc, flashing c: tco�, 3/3• <br />. round wcepholos, 32" on ccater� 15C felt� tiee 1 for c�ci. 1 <br />squaee feet. Section 3J06 (a). <br />