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e <br />. <br />i.,Ta61c 29.\: • Thc foundation platc sh:�ll bc G' abovc gredc. <br />3. siorv - 4' minimum ��oll - 6' r. 12' foo[inq•- 12' bclow qrade. <br />2, story - 8' mininun wall - 7' x 15' [ootinq - 18" bclov qradc. <br />7, siory -10' mininum uall - 9" x 10' tootinq - 24' bclow yradc. <br />. Soil conditlons may req�irc an incrcasc,io thc abovc. <br />Scction 2907(d): Exccpt for spccial provision^. of Section 2907, covcrinq thc deniqn <br />of piles, all por[ion� o[ foo[?r.gs �hall bc designad in accordancc <br />vLth the �Lructural �+rovi:ions o: this Codc and .hall be dc�igned to <br />V��ninic�izc diLferential setticment. ' <br />NOTE: Departnent policy - In licu of footing design and foundation <br />plan by a reqis[ezed o:ofe:sio:�l engineer, two y ineh rein:o_einq <br />bars at hottom of .'ootir.gs and ozc � inch rcinforcing bar at top of <br />Toundation valls shall bc provided. <br />• For eonerete 6asenent wall over ?6 inches in height refer to <br />illustration <br />,, cetion 2907(e): Founda:ion plates shall be b�lted to the :oundation ai[h not less <br />k Snch.steel bol:s ea5edded 7" =ininun .nto concrete and shall be <br />' spaec3 not c�otc ti:an 6' apazt with at lcast�tvo bo1Cs pez piccc wi[hin <br />1 toot of ends. <br />Section 3004(a): Srick veneer 4hall supoort no lcad other than its oem �+eight aad the <br />Vertical dead wciqht o: the vcaeer abovc. <br />&xtion 3006(a): Anchored venecr sha bc suppOr:e3 on :ootinqs, foundatio�s, or other <br />. non-co..v`ustiSle�s•` o:ts. It sha11 have a 1' air soace between <br />� Yeneer �r.1 backi g, 15; felt a-fl appzoved [�pe non-corrosive t-es <br />� • ! 1 for cach 2 square feet. , <br />Seetion 3203(d)8: Shake roof req izes 1B" - 30: :elt or ap?roved equal interwcave, <br />vith a pitch not less than { aad 12. Valley flashing shall have <br />� ,.a splasti div t�r rib not less than 1' high. <br />� Section 3203(d)2: Cos�osition shi al s shall be a=?lied to solid sheathed zoofs eovesad <br />� vith 15: :elt, n, i un 4 and 12�pi:ch rey�i.red. . <br />Seetion 3205(aj2: A 22' x']0' attie ac ss opening sha21 he provid<d vith a nininum <br />' eleazance of 30' aad�shall be ia a readily accessible location. <br />. <br />Seetion 3705(1): The e�closed us <br />construc[ion on <br />� vallboard on va <br />��ace unde: stairs to De 1'hour fire r.esistive <br />walls and so:fit, S/9' O.L. approved gypsura , <br />.nd 5/8' :}•?e X oa ceiling. • � <br />Section ]]OS(d): Windinq stairnys_shall havc no �idth o[ r�n less than 6' and a <br />• required r+idth of :l�n� (9"J, provided at a poi:it 12" aut from the <br />. narrow sidc. <br />FSEiEPL10E AVD CHI:�LVEYS . � <br />• , �e Puget Sound 8uilding Code Standa:ds Cauncil Acsident�l� ,� <br />� Firc�lacc and Chinncv Construction Sea�dSrds is recognizcd <br />as mcetiuy ci�c ioiluvii�y code sequiremen[s. . <br />iection ]704(b): b1A50NnAY CIIIFtuCYS -.Lined maso�ary chimncYs shall bc eonstructed vith <br />valls not les� than�4" thicl; c�ecpt [hat wlls of un6urncd elay uni[s <br />slwll br. not less thin e' thiek. Thc ehioncy lincr .hsll bc ia <br />' aceordance with Table 370. Unlined chix�cys shall be conseructed vith <br />� Wsowry or concrete walls noc lcss thao 6 inches thick. � <br />iection �707{d): LI`72tiG - Fire clay ehimnej+�lininq shall De �ot 1_ss tAan 5/8' thick. <br />' tAc lininq �hall cxcend froin t�c tt�roac oE thc Circplacc to a point <br />abovc cnclo�inq mor.onary v�l�t. Ficc�cla� chimncy lininqs ah.�ll bc <br />lnstallcd ah�:ad o[ thc tooscru tion uf lhc ehimnr,y as it is cacricd <br />Op, wcetully hcd�led in Lire c�� murler, vith elose-tiCtinq juinta <br />Id(G smooth on thc in�idc. Firc-brick wt less th.in.2' thick may ho <br />, Yscd ln placc ot tirc clny chinncy�lLniw� aa set forGh Ln Tablc No. <br />�70. <br />. . � . <br />� <br />6 <br />�i <br />� <br />