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<br />� - � � � �.. � ,. 12. Fize stops sCall i�e provided to cat o:f all ecnccaled d:aft .
<br />' - ' ' � ' . � � � ' �� openings, bo[h vextieol and horizontal, and :o:n.zn affective
<br />�- �'DEPAR:N,EN: OF COYYUNITY DGVETAPvENT .- ��- �� ' barrier be[wcc� storicc, and bet:een a top cto:y �nd zoo:
<br />� ' eUiLDIt:G DIV:SiON . � �'--�-- _.__ +p�cc. Section 7517 (IJ.
<br />. RESiDEL'CE PL:.N CO�ECTION SftGE: , �' 13. Joistc undcr.hcaziny partitions s:�all hc docb:c3. Joi�t '
<br />, 1973 �.H.C. � , '-•�� ' - fraa,ed in[o the cidc of � wood qirdcr �hal! be cc�?or.ad by �
<br />. � , � '�� � � � framinq ar.chors, usir.g only nails dzcigned :o: use vith :zar..ir.g
<br />� - anchors. Qoist ehall 6e sup�orted latezally at the ends a.^.d
<br />C.:ier " , � � �� . ' ' at each auppozt.� Sc:tio� 2518 (d) J.
<br />Job Address � �� �-^� �����`�� '� '1 ��`- �"� A � . � 1<. Heazlnq partition. pe:peadicular co jo:st eha11 not be o:_'sct ,
<br />Plan CFeek - -�'�- t.'� • � - fron support girders, v.ills or partitioae nore thas U:c joist. .
<br />Valaation Permit Fce � � � depth. SeeGion 2518 (d) 5. �
<br />Plnn Cheek Fce � 15. Studs shall be eapped Witn douSlr. top plates ins:slled to pzo-
<br />� �. vidc ovcrla[pinq at cornc:s an3 at :ntc:sectione uiCh bca:ir.g
<br />Corrections ehecked 6elow are p�rt oE the pinns and sh�ill remain „�. � . . partitions. Erd join[c Sn double plates sY.all bo oiiset a. .
<br />a[cached to tF.e appeoved se olnns. Tho approval of plana and � .. least 48". Seetion 2518 (f) 4. _
<br />, speci:ications dnes nat per 1e violation of any section of.thn � � ,
<br />Uaifora Building Code, br ot�. City Ordinance ox State Lav. Tho , . _ 16. All eaterior valle ar.d main cross stud.part:tionc shall ba ,�
<br />following eorzectiona ne indieated will ho conplicd vlth. , afEeceively and thoroughly 6raced at caeh er.d, a:d ac lu�se
<br />. , every :5 fect. Section (f) 5. j�
<br />FOo: Fc�aSRq. p00£ 6 Tt61C9 ' - �
<br />�� � 17. All open±nqs in bcarir.g Walls shall be provided v:th headess. .
<br />1. Trusses shall be deoigned by a registered Washington 6taCo -� . . Iicadern chall have at least a 2' cont:nuous bea:inq co..he
<br />- Engineer. Trusses shall be fabrieatcd from only thoce �. �� floor or 6ottom plato. Section 2518 (f) 7. ,
<br />�esigns._ Submit design to Buildinq Depar[ment. � �
<br />i. when the roof pitch is less than 3 and 12, ridge, hip� ond. . � ... Foundation •
<br />� - valleys shall be designed ns.bcams. Section 2518 (g) 1� ' , �
<br />' � �� ���18. Cravl cpace under floors ehall bo at least 18", a r..in-nun of
<br />]. Rafter ties shall be installed a mininum of 4' on center �" ' 1.' .� 12" to bottom of glzder. Under floor area shall 6e prcvided
<br />�' w.^.cre eciling joises and rafters are not porullel. Section �' �� , with � minimum of 18" x 2S" aeeasa eraul hole. Seetion •
<br />- 2i18 (9) 4. - .���� _ . , �:.. 2517 (c) 2.
<br />1. Purlins may be installed to zeduce zafter cpan and shall 60 ��� 19. all wood in co�tact with concrete or�ma,onory sh�ll Le p:esst�re -
<br />� braeeL [o bearing Wall or beans only, (not ceiling jois'tn). '��� � tzeated aood of any species� foundation grade cedar or rec::oo3� .
<br />:hc purlin shall be no snaller thon tho rafter it supF>ortu. � . all narked or 6randed by an approved a5ur.cy. 5c:[ion 2ii7 �
<br />Tlinir.,un braces 2' x 4', maximum slopes on bcaces 65. � �� �� .' .(�) �. •
<br />Seeeion 4518 (q) 5• � i .
<br />�5. Co�oositian shingles shall be applied to eolid sheatned ' • '�4• "inimum foundation ventilation ly square feet fo: cach i5
<br />.. ,,, � linc�l Fcet of exterfor v�ll, arranged as eo fora croos ven-
<br />zoofs. Covered vlth 15 fole undcrla Minimum i and 1.2 ��
<br />pi[eh required. SectTo� 3203 (d) 2-� . tilation. Openlnys to he covered vith a cozro.ion :esisCant �
<br />wire nesh of not less than k" nor more than k" openinq�..
<br />6 Shake roof requires 30t interveave vith a pitcti of not leao . Section 2517 (c) o.
<br />- Chan 4 and 12. Valley flashinq shall have a splash dSveztes . I • Z1. Foundation plates 3ha11 he anchosed vith not lesa tnan 4'
<br />' zi6 not lesa than 1" high. Seetion.J203 (d) B. - -- bolts cr,i5eded at lcast 7" and spaced not ro:e than G' apart.
<br />� '• 7. Tttie access 22` x 30" o'ith a minimum headroon clearaneo o! - ..,- � �_ ^+:�ere sh�ll be � mininw� of 2 boltc oer niece, aith 1 6olt
<br />� - ]G". Seetion J205 (a). . locate�i vithin 1' of end of each piece, Section 25�7 (e).
<br />�. � 22. D:axinu.� backfill alloved fo: wall thicknecs 6 inch v�11 -
<br />8. Cioss attic ventilatlon required at 1/150 of tha attic araa �-� -
<br />� - oc at 1/]00 of the attle acea if y Sa in tho soffit and Sa . � 5 feet; 8 ir,ch wall - 7 feetl 10 inch wall - 9 Fee:.
<br />__ ___ __ y above the platn lino. Section 3205 (c). _.+ Section 2907 (f). �
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<br />� 9. P1Y•'oa3 roof sheathing shall bo bonded vith eXtesior or inter-' � ,� .- 3• L aun 1 plate chal u' ab vc grade. Ta le 29- .
<br />2 The f dat on 1 b 6 o b A
<br />.• m.diate qluu. (Tlso seu Section 2517�(i). . ,� -��' �"- '�`,� ,. 1 tory - 6` mininum wall - L" xli" footing - ld" 6e:o•.� ytede.
<br />.. . . . . . _ _ . .._- ..-__.__:i� :_ 2 story - 8" minimun wall - 7" x 15" footinq- 1B• Lclov grade.
<br />� Frnn{n7 � . . . - i', �� 3 ctozy -10' minitnaa va11 - 8' e: 18• EooYir.g- 21' halov gr�do.
<br />10. Tdcquitc�onehoragc o[ Cho rooC or boom� Lo coluanu or t:.�11J� ' ' .� �q��nnnry Vcnn�r
<br />� an4 uf wolln nnd eol��nna Go thn foundncfon en Tonlet ov..c turn� .
<br />Su.i, �qdlCe .ind ollainq. uh�ll bo pruvi.l.•�1 !n all o.u�ao. -__.yq, Oriek Vencor chall eupport no load other thaa Ste ovn velght
<br />See[ion 1]08 (e1. � . .� ^� �nd tha vereical �ead veight of the Neneer �tovo. Seeticn 3004 .
<br />�� 11. All column �nd post supportn shall bu docigr.ed to hold tho �• �' `• «�• � .-- -��--
<br />� eolumn or poat seeurely in positlon and to prctect iYs basn� �� �� �
<br />Leom du[eriora[lon. 190 roofing Ss per.nitted under poate, , . 25. Hrick veneer ehall have a 1" air spaee, flaahie9 ai basa, 3/E"
<br />lowted in cr�vl spacea. Soction 2517 (c) 4. .,� , '� �� �. •� round weeprolas� 32" on eenter� 15i £olt� tiee 1 for each 1
<br />�-��-� squaro feee. Section 3006 (aJ.
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