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.�a..�.�3.. t::... ._ _ ,, � T � <br /> i <br /> . . • � <br /> Tablc 29�1; Thc foundation plate shall be 6" abovc 9rade. <br /> = ctocy - 6" minimum wall � - - <br /> 2. story - 8" minimum wall _ G" x 12' footing - 12" bcloW grade. � <br /> 3. story -10' minimum wall _ �� x 15" footing - 18" bclow gradc. � <br /> -� 8" x 18" footing - 24" beloN gradc. ' <br /> Soil conditions may require an increase to the a6ove. <br /> Section 2907(d) : Except for special provisione of Section 2909, covering the design <br /> • of piles, all portionc of footings shall be designed in accordance <br /> ti�ith the structural provisions of [his Code and shall 6e designed to <br /> mi.iimizc dif:crential settlement. I <br /> NOTr:: Departnent policy - In lieu of footing desi9n and foundation <br /> plan by a registered professional engineer, two 4 inch reinforcinq <br /> bars �t botton of footir.gs and onc � inch rcirtforcin9 bar at top of <br /> foundation walls shall be provided. � <br /> For concrete basement wall over ?6 inches in height refer i-o <br /> � illustration ' ^ <br /> G-Sectior� 2907(e) : Foundation plates shall bc bolted to thc foundation with not less <br /> � h inch stcel bolts enbedded 7" minimu^� into concrete and shall he <br /> epaced not nore than 6' apart with at least'two bolts per piece within <br /> 1 foot of ends. � <br /> Section 3004 (a): BricR veneer shall support no load other than its o�m weiqht :md the .� <br /> �ertical dead wcight of the veneer a6ovr, <br /> Section 3G06(a) : Anchored veneer shall be suppOrted on :ootinqs, foundations, or other <br /> non-conbusti5le supports. It shall have a 1" air space between <br /> . vencer and backinq, 15k felt and approved type nun-corrosive t.es <br /> @ 1 for each 2 square fcet. ' <br /> a � Section 3203(d)8: Shake roof requires 18"' - 30; felt or approved equal interweave, <br /> with a pitch of not less than 4 and 12. Valley flash±ng shall have <br /> a splash diverter rib not less than 1" high. ._ <br /> � <br /> Section 3203(d)2: Co;rpusition shingles shall be applied to solid shcathed roofs covered <br /> with 15A felt, minimum 4 and 12 pitch required. 1� <br /> <<�, <br /> � 'ection 3205(a)2; A 22" x 30" attic access opening shall he provided with a minimum <br /> . • �---^ clearance of 30" and shall be in a readily accessible location. + <br /> ,�� Section 3305(1) : The enclosed usable space under stairs to be 1 hour fire resistive <br /> � cons' -vction on the walls and so£fit, 5/8" U.L, approved gypsum � <br /> wall. ,ard on walls and 5/8" type X on ceiling. <br /> Section 3305(d) ; ttinding st�irways shall have no width of run less than 6" and a <br /> required width of run (�"), provided at a point 12" out fzom the <br /> narzow aide. <br /> F?REPIr\CE e\ND CIiIb1NEY5 �'---�-- <br /> . 1'hc Puget Sound Duilding Code Standard� Counci: Reaidenta� <br /> . Fire�lace �nd ChinneV Construction St,ndards is recognized <br /> as meeEiny ciie ioiluwiny cude requirements. � <br /> Section 3704(b) ; FL1SOtJARY CHIFt;:EyS - Lined ma�onary chianeys shall be constructed with <br /> walls not les� than A" thici; except that W:Ills of unbur�ed clay units � <br /> sha11 bo not le�s th�n 8' thicY.. The chimney liner shall b� in <br /> accordance with Table 37B. Unlined chimncys shall he constructed with <br /> mnsonary or conc=ete walla not less than 8 inches thick. <br /> Section 3703(d) ; LI�JItIG - Fire clay chimney lining aha11 he not l�:s than S/8" thick. <br /> tl�e lining shall extend from the tliroat of the firepl�ce to a point <br /> a},ove encloein7 ma.^,onary walls. Fire clay chimney linings chall be <br /> installed ahcad of the conatruction cE the chimney as it is carried <br /> �p, carefully bedded in fire clay tnorCer, with elosr.-(iCting joints <br /> left smooth on thc in�idc. Firc-brirH t�ot lc�s than. 2" thick nay be <br /> � used in place of fire clay chimney lining aa set forth in Table [to. <br /> . 370, <br /> � 1 <br /> 6 <br /> � <br />� � <br /> � <br /> r_ <br />