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� �- - __ .. . . M. <br /> Tablc 29\: . .. Thc foundatioa p:��� =�;�� �= r• •:bovc gradc. . <br /> j, story -• 6' mininmm ���11 - G' r. 12" footinq� - 12" 6clov qradn. <br /> �' p, y[o.;• - 8' nininun Wa11 - 7" x 15' LooGinq �• 18' bclou �radc. <br /> 3, c:ory -10' minimum v�ll - B' x 10" fmting - 2-0' bclow ryr�dc. <br /> 'ooil r,onditions may rcnuizc �n incrcasc ,to thc at�vc. <br /> Sr,c���n 2907(d) : Er.ccpt for �pecial provi;ion� a:' Section 2909, covcring thc detiqn <br /> ' of piles, all po.tiono of faotir.qs �hall bc desiqncd in accocu�ncc <br /> ' uith thc structural nrnviaions o: this Codc and shall be dc�igncd t� <br /> mininizc diLfcrentiaL sctticnen:. <br /> � �i t�OTE: DepartnNnt policy - In licu of foo[in9 desigrt and foundation <br /> plan 6y a reqistered orofessiocal engineer, cuo k inch reinfo:cing <br /> bars at butto� uf :ootir.9s and o�c k inch rcinfoccitig bar at top of <br /> . • foundation walls sha11 bc provi?ed. • <br /> • For eoncrete base:�ent wall over 36 inehes in height refer to <br /> � illuatration , � <br /> ' , Section 2907 (e) : Foundation glltes shall 6c bvlte3 to th_ .`oundatian With not less <br /> - ' k inch. steel bolt� enbedde3 7" r..in-�ur ,nto concrete and sha11 be <br /> • . � �space3 not r..ore than 6' apart srith at least�tuo ho1Cs per piece Nithin <br /> 1 foot of cnds. � <br /> Seetion 3004 (a): Brick veneer shal'_ su?port r.o lcad other than its ocm weight aad the , <br /> vcrtical dead� u•ciyht ot Che veaeer ahovr.. <br /> Scetion 3006(aJ : F,nehored venecr shr.11 ;��c su?pOrie3 on .`ootinqs, foun�atioas, or ot5cr <br /> � non-eoauustiSle s;:?por.s. it s:;all h.�ve a 1" air spaee bete.•ezn <br /> � 'veneer an3 oackina, 15= felt ar.d approved type non-corrosive t:.es <br /> • . Q 1 fo= each 2 scuare feet. � . <br /> Seetion 3203(d)8: Shalce roo: requires 18�' - 3D;� :elt ar ap?roved eaual intcrwcave, <br /> � vith a pi:ch oc no: less chan < a�d 12. Va11ey flashing sr.z11 have <br /> ' L' ,a splash diverter rib not less than 1" high. . <br /> � Section 3203(d)2: Co:�2osition shinales shall �e a��lied to solid sheathed zoofs eoce:od <br /> � �..vith 15: :e7.t, miainun 4� and 12 pi.ch required. � <br /> Section 3205(a12: � 2'-' x� 30" attic acce�s opening sha11 5e provided with a ❑ininun <br /> � � • clearanca of 30" ar.d shall be ia a readily accessiLle locat:on. _ <br /> � • Seetion 3305(1) • The enclosed usable �pace under s:airs to be l �hour :ire resistive <br /> construccion on ..`.e Falls and sr Pit, S/S" U.L. approved gygsa� <br /> � � vallboa:d on wa11s and 5/6" ty?e X on ceiliag. � ' . <br /> ' Section 3305(d) : Winding stain+ays sha11 have =o•ridedhatfaruoiut 12thout6fronathe <br /> ' � zcquized widch oE :un (9"), p P <br /> .�� narrow sidc. <br /> pSR:PLi.CE �l:l� CHI'rVEYS • . .a <br /> . The Puget Sou�d Building Codc S[andards Couneil Residental� . <br /> � Fire�lace and Chinnev Con�trucuon Sea�.ISr.ds is recogaized , <br /> • �s meeiiuy ci�c Loilowiny cude zcruirc^�en[s. : <br /> LeCtion 3704(b1 : Fu\SCN;.BY CI[IM:1�Y5 - Lined m�soaary chimneys sha11 be cons[ructed vith <br /> � valls not les; t.han ." thici: e��ept tha[ �.ralls of un6urned elay untts <br /> 51�11 br. no[ less than �' thiel. Thc chinncy lincr snall bc in <br /> ' accordincc vith Ta61c J70- Unlincd chiscys �hall bc const:uc'ccd vith <br /> � susonary or concrete v�lls not less than E1 inches thick. � <br /> Section 370J�d) : L2:tItiG - Firc clay chimncy lininq shall Dc noa lcss than 5/8' thick. <br /> ' • thc lining chall extcnd tron thc throat oE thc Cireplacc to a poine <br /> � A'oovc Cnclosinq m.i.^.onacy w•�115. Firc �clay chimncy llninqs �h�ll bc <br /> j�stallcd ah�ad oi [hc con.cruction oE thc chimncy as i[ is c�rricd <br /> bp,• c�rc[ully bcd�led in lirc cl�y morlcr, vith clo':c-CiC[inq juin[e <br /> 1Cft smoo[h on tlic in�id�. Fi:c-�[ick not less [hin. 2" thicl: r.iaY bu <br /> . , uscd S❑ placc ot firc clay chinncy lining �n set Lorth in Tablc t�o. <br /> • ]70. , <br /> . , ' • . <br /> � . <br /> , , 6 . <br /> ' . � . ( <br /> � <br />