Laserfiche WebLink
. , t <br /> M <br />. . . . � .. . ., ... .. . . .. �... � .. � _ . � ' Y �. <br /> � �:.. . . . . � . . .. . . � � . . . . ' � . .. . . . . . .. .. . <br /> s�r�ucTc�a�. �vo��s � � � <br /> ..� . _ __ ___._______.._____._-� <br /> Code . I__.....�__...___._._____._._ WAi.I, ��iAC1NG PA,NEL �Cl�i?t!lY.E � , <br /> � !!�. <br /> �_________ .. -� <br /> ' 2a:,`'� . ��i-��z.Nb�=Ti��r-� . �-- . ___----:� --µav-� _____ - <br /> ________.__�.._��_._____M.�.__.__.___ __�. ____�_ <br /> -_ __.�__u_____._.__�_______..___. �_. <br /> . ( �5.�. . • ����r,�r�r�iill=�� v��?� . - Face naiE doubie t�p plats with 1-1C� at �,�}" a,C, and fap �lnimum --�------- <br /> �..`-0" at ��Ints and provitle �i-`t6.d 4` O.C. each slde fff J�int. Fac� �. Pfywa�d t CI��i � 6d nail 6 �:C. (�dges} <br /> � na€I b�attem plate to waad 6el�w wEth 1-16� �t 1��' G.C. Bolt bot�cm 318" x 4' x 8" 12" �}.C. {€ie4d) <br /> �aeds plate ta• concxet� oel�tw with 1.J�" diameter at C•�'-�" �.C.with � �olt _____.____�_�_. ��,____�.________�._�_�.__���.�.._.�_�____ <br /> , withln t�° ot ends of piate, Pr�vide full �IQckin� �or c�lumns , � ' . � �.� GWB - 112" x �3' r, 8` 5d c�ole� / wa[lts�ard nails � <br /> : �+ Roof �;PSF L� } 15 P5F D� through fl�o�s t� supp�rts ba,low. A!1 irtteriar parti�it�ns sheatttetl • � (One f�.ce? �e 7` (3.G. , <br /> FE�or 40 P5F 1�� �O PS�' D_ w�th 1t2`� gYPsu� wal Ib�ard are to be na�led w�th 5d cooler n�� s _._._.�.___.� Y�..�_r..._._._ _�_____�_.�-.________�_..__-_�____._____._�_�_ � <br /> [leck 80 PS� L� t 10 PSF �L� at 7" �,G. to framed anei edges and intermedi�te s� orts. Refer ' . �-_m___ <br /> � PA � C. G�'B - 1J2° x 4' x 8` 5d ctio(er t waltb�a�d nails <br /> � .. .Basi� �t1nd Speetl �5 M�H ` �� to acchitectu�al drawfr�gs for size and 1�catian o( vents and i fTw� faces) � � 7" tl.C. thraughaut <br /> Seismlc Z�n� , skyl i�hts and to�f s(opes. N�1! in�g not fltherwise eai le� sha!i be �_.__ _._. __----_.,__-._ .�_ ____��.��.. _.� __� __s.� .__ ---� . i <br /> . � in accbrdarice �+Ith (.;�UNaillrig Schedt�le, T�t�(e �Z-�pa2.,.�(�� . . �. Structural Pane! Sidin� .� Go���si��i�reslsitant 6d nails � <br /> .�oundation and Slab-on-Grade ` 318" x 4' x 8` a 6" (}.C. {edges} <br /> ' Trusses � # �2,� �,C. tfiald) � <br /> Fpazings t� bear c�n ur�disturbed 'earth c�s structur�l f i f I of l�e�c�PS���`�`>u�p�} ------- • _______.-:- _____._._.�_._._.-_____���_ __ __ �_�_ __..___�_..__�--_��. <br /> minimum bsaring capaclty at �tinimum depth balox+ a�jacent exteriar giade Pre-m�ni�{actured trusses t�a �e desCgned far I��tls and c�nditians � E. � Cr�e-story alt. brace pane! � P�ailing 8tl o 6" �.C. {edges} <br /> of 1_'-�". Fvundat�on baekf�ll shall oe w�i3-com aCtad, clea� ranulaC shUwn on t�ese draw�n s and rn aceordan�a wRtn 4he s ecif�catfuns ° . <br /> fE [ ti ta` P 9 9 p , � 3l8' x 2'-8° x.1Q1' or Eess # t2" t�.C. {field� <br /> # , c n Fn€ng na mor� than 5% by we�ght t�f flnes {passing na. 2�0 of �he manuf�cturer, Desrgn; fabr �catrtrn ant# er�:ct�on shaC� confacr� ' � Bloekir�g requ�red at al1 edges. <br /> sieve} �nd should be c�mpa�ted in maximu�n 8" loas� �hickness Iifts to ta the [ates# stan�ards, af th� r�anufacturer ar�d t�e l�c: �.�a�:,ti�. j � Arichor balts - �2} pia.�d at <br /> at ieast 9�;d of maxir�ur� �fry density at �ptimum moEsture conten# as . . .., ° . De�l�rr shall be stamp�d and �igned �. .t. � � quaiter po3n�s. � <br /> � dstermEned bjr ASTM D-1557� Soi1 tteneath slab-on-�rade s�all be by a structura! engineer �Ccense� in t#�e State af Wash�ngtan. � Hoi�owns - 1800# at each end. <br /> ; �ompacted ta at least 90;d of maximum dry density at optimum �n�ist�re Trusses snal( have ad�q�tat� bridging and bl�cking as {equired, Submit _______�.�,_�_...�._�_._.��_.�-__._.� ____y.__,���_...__ _ �_� -- -f <br /> eorifent as determined �y ASTM 6-1557. �ackilll beh�nd ai! walls with sk�ap drawings with calculat�ons to the Owrter and permitting agency fnr � , F. I'wo-story alt. brace pane3 lYaiiing 8tl a �" O.C. t��fges} � <br /> �` w�l [-dCain(rtg, 9ranuEar f€I1 trtateria(. arttl provide 1ot SUb-SU[faGB tBvreW pri0r t0 f��r€CatiOh: - 3/8" X 2 -8" x 1�` or (8SS � a 12" O.C: (flel.d� <br /> drainage. AIl foot€ngs t4 center below centerline of columcis o� wails ' . , f'lywaod or (�SB tTw� faces) � 8lnckin� requ�red at all edges,. � <br /> above. �lace 4'" slab-on-gra�fe aver 6 mii {black? _vapar �arr�er ovar Genera3 � Anchor bolts - (3} placed at <br /> �" campacted gravsl . Reinforce slaE� with 6x6 W1.4 x W1.4, centered. �"� ' . fifth points. <br /> • � Pr�vide construcf.�on or cantrai joints in siabs-on-grade ta btea� up �ontractor shall verl#f aEl dim�nsions and ecinditions before - � F{c�ldowns - 3�# at sach end. �' • <br /> ` slab int� rectangul�r areas nof t4 exceed 4d0 S� or 20 #eat in any pr�ceeding �rr�tn th� �a�rk. Any �rar�at��ns firorn thes� �rawln�s sh�l[ be !_�.,_._ �_._.._._______�.� , <br /> _ ._.�____._�.__�,__.___.._.______�. . _. �._���_ <br /> ' direetiart. Jolnt locat�€ans slialf be appr�ved by the dvrner. b�ought:-ko the attenti�n �f the Clwner. The Contr�ct�r fs respnnsi�le � . . � Generai �at�s= ' <br /> `for ers�tl�n st��ifity and #er��arary shoring as naeassa�y ur�tl ! "', <br /> '�oncret$ p�rmaner�t supp�rt and stitfs�[ng �re installed. �� - 1 � �. Braeed waEl pane( so(e pl�tas nailed to tloor an€i tap pla#es s�ail be �nc�i�red . <br /> : , t� framing ab4v�. ;. <br /> All concrete to be mixad, proportioned, c�nveyed and,place€� in �` . Any prop�sed field ch�.n�es must h�ve w�itten approval f€om tne ��n�r. � �. Whsre �:Q.ist.s;.��-e�pe� encifcular ta �race� wail f it�es, r�vide b'�ci�'it� =u€��er and <br /> acco�dance �rith Sectiori�a2,2of.;tha1R-� and the Amerrcan Goncrete Cot�tract�r-lnitiated �hanges shall :be sub�nittetl Sn w��t��g t� the and in line with brac�ed wal! paneis. P 9r <br /> Instltute's SpecifEcation far S�ructural Stse1 Concrete f�� �u�[dfngs 0w�ter for appraval prior t.a #atarEvatEor� or c�nstruct(�n. <br /> {A�I 3�1?, F c = 2�Q�3 PSI at �� ." �ays. Conc�et� cnver on reinforcing � . . __ _____ _-_____ ._. __ . _._.__�_____ _. __. _. <br /> ste�S �tta! f' be as f01(OWS� , . . '_. �� ..'" . <br /> Goncr�te cast �ga(nst & permanen#Ey exposed ta eart� 3" ENER�Y !�i{IT�S _ . � ` <br /> Canerete exposed t� #he earth or wea#her 1 1/2" _ _ � " . . . ` <br /> ;' Cancrete not expnsed fo #he earth �r weatt�er 3I�° . , . � <br /> GaneraE ProVlsions� r� <br /> _ _ . ... _ . <br /> - Embed anchor bolts a mis�imum of 7" €nto c�ncrete and h�c�#t. Provide 5X 1. h�ec�anCcal s ot exhaust vsnti�atian, ductd �4 the �xterior; �s ' .. ' <br /> ' air entrainn�ent in all concrete subject to freezing aft�r cu�ing. All P - <br /> . cancre#e sha(I poured monalithzcally uniess shown ather�xise. required in alE bath��am� f5���i} and kiteharts {1�CFM}. , <br /> Backdraft tlamp�rs ��� rsqulretl. P�� �t�. �t�s����,� <br /> . Reinfor�ing Steel �, Qutsid� a�r is requir�d tn b� supplied. into the conditian�d � . <br /> spac e. Sea ven t i!a t i�n r equ i r e�en t s, -.---,.�xkan�af nff�aer vritn dautte�,��t�ames��wo�raaea was4 p��,ets] : <br /> ' �elnforcing steel shall oe d�forme� bii`I�t stesl conforming tc A�l'M 3, A#I sttuctural softr�aod plywo�d; part€cie�oa�'d. waf�rbpard and .�����ntarneaaerw�tns�r��tQp�rR�ffr�mas � <br /> k615. grade �nd, Fy = 4�,000 PSI, Unless otherwise not�d. Isngths of ��iented strantl boards "`Exposure T" o� "Exter3or": {o�era�awaiFRa�,�i} � ; <br /> � 4. Water heates stara e tar�lts labeled �s m�etin ASh�A� stae�dard � <br /> i aps 'sha I ( be 26" and embedment sha 41 �e 15°. � � 2�-la�r�n��n�a w�d�n or oper,En� <br /> �A - ��$� Q f 1(lSU(�t e(� t 0 �-��?. �.�.�.�� far elr�g{e ar d�ubla portai Tenslon slrap per � � <br /> ' Provide aCbow bars ta Eap horizontaf bars a# cQrners arrd 5, �tate� heater s#:orage tank must oe placed on an R-1�G pad if � �F; ,xr,; ..:. ��e�fio2.�o.s:�. - x <br /> . irtersectians. AI! hoaks shall t,e "standartl" En accordance �i#h AGI lacated ovq� u��nsulafed or concrete tic�ars. Ponyw�a� ,,:�<�,` ;- (onop�osit�s�ae }'�:=i': �. <br /> 318. W�Ided w'sre fabrlc (WWf} sha(I be cofd-drawn wire conform�ng 6. Ir�sulate hot and cold xatsr p�pes t� �-3 �n unheat�tt areas. . r�et�nc , '�����,:, :� orsn�at�rm�} < <$J �R . _ <br /> ASTh# A-185, F 6�;� PSI. Su I in sheets, n� t�!Es. La welded 7. Showe� regu(at�ons to E�mlt hot water d3scharg� to �..'�'� �h�. • r' y. _� � t,rst�; � <br /> � wire fabric 12" s I ices. �ieinfor�oeyaraund �af I o enin s reat�r than 8. Neating ducts m�st be insulated ta R••11: . ��,�" ' r��n.�°x�t-�#n�sneader E�neaaed.�ar;e� �` ;ki:�`; <br /> �6" in e��her directian wlth 2- 5 each side fuEl-hei nt. 2- 5 to an� . 1P � , _ 9 ���CS; � ;;;r , �: s�se�naaaesproarb,tsd � s���e�e�s�esshan � <br /> P � P 9 9 # 9: Wo�dstoves and 1ir� iac�s have tlrlit-fittiri + �'��,� ;.� � <br /> � hattam and .1-�� x 4�-�" c�ra onal at each c�rner. Extenc# bars �`-�" 1�. '�oodst�ves and #�raplac�s h�ue outs�de �;ambustton atr du�t�d �,.���. , ;, occucoverandbe r-� ��=r� :i � <br /> 4 ���;# i`� F#sten shsathEnq fa headar wI#h 8D i( natl9cl ia�ommos� � � "� . - <br /> b� (}[t{1 0 �fl{fl �f ��-(�,� !S iid� 8Va1�2f31B, 8Xt€�Clf� 1S f3C �S f}SSi�}�8 �� �h� (�S'BbOX� WI��i �El aGG6SSI�iiP, d�i1�;8(. (hfi(i. � S£{. EE1. � �i��;,;, cotnmonorgatvan[zedhvxn�ils€n3"grid ' �� j,t ' Fa&tetttap = <br /> � Y . P �. . . � z � ��a� � �:� �QC�f'ttl�Wlt�S7R 1 f}i�;�Ir � 4�EF1C6 tD s. <br /> artcf ho�E�. �-iflok #a s and ii�ftams of al[ vertical reinfc�rcln net free �ent area} �, " �.,s#'; Rattem�saown �lr� ,' � <br /> Q � . � � mldd(e 24"af walt f t ���( 1 hsader with k <br /> lflteYCk��t�{f b�f Of3@Ii{f��S. At1C�YL't' f10I�S �0 GQf1�Qf{� 10 A���f A3��; �1. �EtPpI2C8S h3.V8 #i�ht-fit�it7� fIU� d3�I�tE;fS. � �tr ;�:t�; HeaderiojacK-studefr�ppartapie mId-height.ate `�� �?�:;^ '�' <br /> two rows af 1 UI� � ? <br /> i 2. A I# �as o r o i 3 co�abus t i on app 1 i ances have d i rec t ven t o� `���g.: �ao�.�o,s,a on bot�s��es ar o�e�rng '� Ta���"o.�. ����;`{' ` st�,xer na�i�H� ; <br /> �0!'C�d tlC�ft V8E121C{ . � � ��*��=��x}�i i;' nall(rr Isra tiiGed �t �,I' <br /> I�I E��B f Cf3t1(I�C�I OCi5 9 � � �,�,., opposite stde dt eheaihing r. 9 4 it � � 3'a.o�tYp• � � <br /> ` . 13. Recessed I ights are ?.C. rat�d, d�t�bl� �ai 1 can I �ghts: � � 3 ,�;���'� �: ine��h�a�ga��. �� ��r iri�?iy . � <br /> ` M <br /> Connec#ors cal led out by letter"s and nu�tbe�s shal I be "Strong-Tie" by 14� 6 rni i {6€ack} vis�ueen graund eover in crawi space. � � ;; ,��3�'��._.._�n�n.do,��s����ra�;r��Av��eaw�thm��,. !� � �:�;�•i r ,. <br /> � E f�� ° 818"#3ttck waod struckural aRel shea.hln � ' Min.3Ja"woo�! _= <br /> Simpson Co�pany, as spec€f�ed in their 4:�t�st catalog, �r approved ` � � �. :+1�: � ' � '• �y�'�po`�� � ` _ <br /> AI�S SEt1LIi�G' � a� ''"`� «. � �� irama coristrucGan .tr}«r,�� , s#ruckuia� x - <br /> ca �� wI#h 8D common or ga[van#ied bax naifs et <br /> 84�U1f . Pf�YEdB f1ll�lb9f �(td StZB 0� f3StGt'iBCS �S S�7BGIf t2d b� __�_______.._. ' ,- ,- � s� ° ' ;i,' 4 g�'�;��,; ' par�et � <br /> IA�itU#c�C�U(e(. CtlfltZBCtflCS aC8 �0 t}8 ttiSfalf�d 1� �GGO(daf1Q8 Wlt�7 t� �; 3`o,e.(nalkftam3ng(sWdc,hioctcing,and ��� .' sheathinc� �` , , <br /> . . � ��� ,.� ,,; � a� �I�=' <br /> marlufacturer`s r�c�rr�endatioas. Where conneetnr straps c�nnect two f. Ai! pCumbing, elect�ical and HVA� pene:trations in fi�iors, ;,��Is g'��s}�`�. ���n.doueieaxap� , ,!�� � <br /> memb�€s, p I ace �ne-ha 1 f o€ i he na i(s �r k�o 3 ts i n each ar�snoe r. A I E na i Cs ' wa l i s and ce I i c ngs ar e ca�1 ked and sea.��:d: � ,�.Y r,��n,i�n��,ot�ar��€p��a�Ge�soz.��.s {��n�a�a;ac�stua}. �<<k�:r. � � <br /> . �. �here enetrations need a f�r� sto { ~ <br /> � ta be com�non, A!i �hims sha!I be seas�nad and tlr ied ar�d the same �ra�e � , P p, dsscuss w[th }�our ¢r��= t��m�erotjac�stuas ' � <br /> . . � �i,�,: ....Min.{2)4200!,B strap�type hold-downs per tahles R5Q2.5(4)& ,�£;��' , � <br /> ��intmurn? �s mem�ers connecte�. AIl oists e�e t� .be conn�cted to flush bu}iding tlepartmen#. � ' <br /> , ��i ' (em6edded Ento cancrets anci na�ted fnto �d, `� � <br /> � . t , (2}. �; z. <br /> beams wit(� LU series jQist hangers. Al{ .daubE.e-joist beams ara f� t�e 3, Ele�:ttic�E outlet. and I.ight sw�tch boxes .�n axteC�o� walls ���; tramin�} �,� _ :; � ;:: <br /> C4EtS1�G�8d t0 fIU5�l �8��45 Wl�.fl H���-2, All t(i�7IB�J4iST bB�CfIS �t'� tQ �1USt b8 5�316C# 3t thE b�G� 0# �kl@ (8G8�3�:�G(� OC S2dl�d Wl�h `� � hKin.reln;arairtgc�fSoundatlan,one�#dbar �'�`,�_ . :���f�. `� ` ; <br /> �� .' L '' �iR.1{}{'�(.1���IOi(�-t�Wtt <br /> bB��Ql1t12C#9d t0 f1USh b83(itS W�th FIFI1.1210-3T�. ��C p18#B �25kB�5+ , , topartdbottamc�ttoo#h .Lapbarsl5"m[n. ' i <br /> � �`ru'a i � devEG� �RiE7edded lnto ".�"r ` <br /> ,. 4':' ��'21 71n1 JO15� �l8�W88f1 h81t6d ��OOC qC 11SB 8 �}(OdUCf I I�{B yq;�' cs�ncrefearsdneiledinta ��` �,4."`' ' k k` <br /> �.lill3b�t .rF "�YV$�{" 4[1 eX�@f 1QC. , . . p"1=R �t�^ i,^'3",��q c.Sro� ',�'� 'r.�'�¢'�°�* q}"'i '"sp traming} `°�"g. � ' <br /> L'H,th tatZt�� �, �a�}4C bc�(.0�8C (ild}� �}E? �t��'EBC f�CB S�����;tS �l���S 4 !C!�{ va. �„r�,g�,.,.4 �.�� ..o-. ..P p.a..n.�..., a:a. L .Y ..�. i d �+,::�,>� .} � +.:= <br /> . :K••"b d'�..q 9a:�''�;�i'+�" �"�",.. ��:�r'.S'o«..�8 sr�:;....+.5 rF .v,.�.v.��: � <br /> A1� lur�tier Is to be ir� accvrdance w(th WWPAv rading rules. l.umber tti visqueen vr a vapar b�rrie� paint_ , . - � <br /> , � . Min.footing s3zs ur�dar npening€s i 2"x i P".A.urneti• 4 <br /> b6 �O.tt�-F!C (iC� ��}, U(I��SS t1flt2d Oth8CWIS8. Li�ht ff��tlfi(� t0 b8 downs(abshaiibepormittedatdaaropen(ngs. # <br /> . ���-F i r. INSULATIC�: , � � :; <br /> - Mln,{t)5l�"diameter enchor i�3#insta}fsd per 3. <br /> 1. Faced 6atts are I� ed and faee staplsd at �framin� �nembe�s. �aQ�.�.�-wi��z°x�°x�ts•����swash�r # � <br /> �iaaf sheathing shalf b$ 1/2" C[�X plywnod with 2x#erior glue fPanel Pf� <br /> �i <br /> ii�C�:x �4/�}, or 7I1�" {}SB. F`loar sfieath�n� shal3 be 3f4" C-p T&G,C��'�.,�`a�:�[j 2. A! I exte�i�r w�li cavi#��s are fillad w�th u�rc�mpressed , Frontelev�tion Sec#ic�n r <br /> plyw�od with extsriar glue {panel Index 38116� nr 3/4" T&� OSB, Wail ins�l�tion, in�#uding al ! cavi.ties isolated d�ring framirig. � . � 5 <br /> sheath'rng shall be #/2" C-[� pl�ywaad w'rtn exterfar �l,ue (panef index Wiring aad pfumt�ing dQ not campress irssttlattan. : - _ ' � <br /> 241�) i�r 7f1�" OSB� A! ! iumber in ctintact w1t� �ancre'te or �iasonry 3. Ail cecessed flxtures in exterior tr�ll� have rigid b�ard � . <br /> shal# �ie nressure�treaf�d. , lnsu(ation Gehind tha�a. . . <br /> 4: Underf€oor ins�tlation 3s suppa'rted'by lath. #wine or �the� ' . � : <br /> Gi+.�e-La�inated 7imber • non-eomptesslrig means. . <br /> w. • 5. Attie access do�r is baf f led, waathersfr ipped and it�sulated. �; ����,-��'��;�``�`��-.�,�,.=� �� ---�'. � �-�,#�, r ; <br /> � - } ���`�-'�'���- �����- ��r� � : <br /> C?oug-Fir, F6 =.2�0 PSI, canforming to .AITC St�ndard 117. S1mp1e _ .�,,.__ a��s. _ .�.�..:�_ � <br /> ��-#-fEAT F�COV�F�'f VEi�fILATIt�I <br /> span �eas�s `shall �� ca��inatian 24F-V3. Pravide m'inimum camber for ° � - " <br /> ` simple span �eams per fabricator 's reco�eridations. - . ' <br /> * 1. Whole house ventEla#ion f�n Is capabEe of exhaus#ine� 1�CF�f �: .. <br /> Framing fr�m each betlroam �nd ��CF�f from eac� combined E Pv'ir�g area �: <br /> . - f��{ rat in� 1,�;. x nu�nb�r.�af �edroams + 1l , ' ;. ` �'" <br /> Plywo�d r�4f antl flo�r sheathing shall be taid up w�th face gra€n . 2. Whole house ventiFation f�n h�s both a�#�a�natic {timer cla�k , b . <br /> � " perpen6�cular to supp4rts �nd nailed w�#(�. �c1 . ' � ' . . . at 6" ar dshumEdi�t�t) A�tE? manual c�nfro�s, " � <br /> (?.C. to #�amed panel edg�s and at 1�'. r�.C: (12" O.C. ai r�fff) to 3. T�a whole house exhaust fan has a. sone rating 4`=1.5 ar i� " : <br /> irttermedia�a supp�r#s, Pro��ide full-depth bEvclting at lines of re�noteiy lacated from conditioned spac�.. ' � ; <br /> r�ist supp�rts. At �€ocked ffoor an�i roof diapltra��s provide fla# 4, A(! ex�avst #ans or exhaust ducts have. #E�ftt-fitt�rig . � � <br /> e ; <br /> �ackiiraft dart� ers. . ' <br /> x bl�ekin9.at,�ill_�infrar�ed piyw�od, pan�,l .ed��s and n�I3 w�th edg� � - ` � <br /> CI8IE1(1 S@GE�16t�. �t7Bt��1� 22G�1 ClI3� �fl �0 �3t8 4C �kP,1[tl �}$�fkW •�.• �?CtlilklSf t�UC�W{)(�C IS SIZBf� 3CGOCf�l11(,� �0 �f`dfiS t1C1(� I$ , x. .' <br /> 9 P � P A �a�;-- <br /> ��rith 3.-;�� r�alls. Provide daubfe jaEsts under para(Ie# pa�tlti�ns , insulated (n unheatetl spaees. _ , 3 <br /> above (extending. over 1!2 the length of the j�lst}• AIl caEumns Q. Eaci� badroom and c4mbEn�d l �ving area Ttas a throu�h-fhe-;aa!! � <br /> shall �e twa studs �tinimum. Af3 t�on-beariny walis shail be 2x4 port �r centra! dueted vent capabie �f ��codiding 1�, CF�# of � " <br /> stuiis at 16" O.C. minimu�n. Walls shaEl .have a sEngle b�tta�n plat� oufsid� air� . <br /> and a d�uble top pl�te. End naii top plate to each stud wit�t �=16d �. Aic intake ports are I.c�ca#ed away from E>crter�tia! sot�rces cf ._ ..�.. <br /> nails, and t�e�ail or end naii each stud #a bott�m plate with 2-16d ai� �r iloise policition, an� �av� adequate bIrd antl bug _ . <br /> t�ail muiti,st�d columns arcd multi-jo€st �eams vr'tth 1-16d at 12" Q.C. � AC�een#ake sr�utee �as pravEs�on for fl�� controf ta fimit . . _, <br /> � , . <br /> H axcessive air f[o� un�3er r��r�tal �peratinr�: _ - . - - - . - €�raw�nq r.�. . <br /> � - .� _ � _ � .. e � ��- �. �":. �' <br />