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m <br />Tablc 29n: Thc Coundation plate shall bc G" abovc gradc. <br />1. ctory - 4" minimum wall - G` x 12" footing - 12" bclov 9:�dc. <br />2. etory - 0" minimum w�ll - 7" x 15" foociny - 18" below qra..e. <br />3. story -30' minimum wall - 8" x 18" footing - 2A" bclor+ grade. <br />Soil conditions may require an increase to the above. <br />Section 2907(d): <br />Section 2907(e): <br />Excepl for special provisions of Section 29U9, coverinq the deslqn <br />of piles, all portions of footirgs s!�all be designed in accordance <br />with Chc stri�ctural provisions of this Co3e and shall be desiqned to <br />minimize dif.fcrential settlement. ' <br />POTE: Department policy - Zn lieu of footing design and foundation <br />plan by a re9isCer.ed pcofessional en9ineer, two k inch rein£orcinq <br />bars at bottom oC footir.9s and onc k inch :cinforcing bar at to� of <br />foundation walls shall be provided. <br />For concreCe basement wall over 3G inches in hei9ht refer to <br />illustration <br />Foundation plates shall be bolted to the foundation with noC less <br />� inch stcel bolts enbedded 7" ninimum into concrclq.and sha11 be <br />spaced not norc than 6' apart with at lcast�two bolcs per piece �+ithin <br />1 foot of ends. . <br />Section 300A(a): Orick venecr .hall su000rt no load o:her than its own weight and the <br />vcrtical dead weight of the�venecr above. <br />Section 300G(a): Ivichored veneer shall be suppOrted on footinqs, foundatio�s, or ot:�er <br />non-conbustible cupports. It shall have a 1" air space between <br />venecr and backing, 15; fc1C and approved type nan-wrrosivc tics <br />� Q 1 foc cach 2 square feel. <br />Section 3203(d)E: Shakc roof requires 18"'- 30; fclt or approved equal interwcave, <br />with a pitch of not les� than 4 and 12. Valley flashing shall have <br />a splash diverter rib not less than 1" hi9h. <br />Section 3207(d)2: Composition shingles shall be a?plied to solid sheached roofs coveced <br />, <br />wilh 15� fclt, ninimun 4 and 12 pitch requized. <br />�Section 3205(a)2: A 22" x 30" attic acces� opening shall be p:ovidad with a minimum <br />cicarance of 30" and shall be in a readily accessible location. <br />i <br />'/Section 3305(1): The enclosed usable apace undez sGairs to 6e 1 hour £ire resistive <br />'� eonstruction on eha walls and so`fit, 5/8" U.L. approved gypsum <br />, vallboard on Nalls and 5/8" tyoc X on ceiling. <br />Section 3305(d): Windir.q stainrays shall have no width of run less than 6" and a <br />required w:il[h of run (9"), provided at a poinG 12" oc= from the <br />narrow sidc. <br />F'T_REPLACE eIND CHI:LVEYS . <br />�he Puget Sound ��•`lding Cudc Standards Couneil Residental� <br />Fireolace and Chinnev Construction sra�dards�is recognized <br />as m�etiny ci�e ioiluwiuy cude requirements. <br />Sec[ion �704(b1: FtA50NARY CIIIl1;�CY5 - I.ined maso�azy ehim'xys sha!1 be constructed aith <br />wa11s not les� than M1" thici; e�cept thai valls of un6urned elay units <br />sha12 br. nol less than 8' thick. Thc cRinncy lincr shall bc in <br />' accordance with Table 170. Unlined chimleys shall be constructed with <br />masonary or concrete walls not less ttwn 8 inches thick. <br />Section 3703(d): LI`�ItlC - Fire cl�y chimney lininq shalI.De noe 1•:ss than 5/8" thiek. <br />the lininry �hill extend £rom the throat af [he firenlace to a point <br />. abot�c enclosing maaonor� u.ills. Firc cl�/ chimncy tinin9s �hall bc <br />insi:�llcd ahcad of the constcuction of ehe chimnry :is it is carried <br />up, eacetully bedQed in Cire elay morter, vith clo��a-fiCtiny joints <br />left smooCli on the inaide. Fire-brick �eot less thon.2" thicA may be <br />� usecl in place of fire clay chimney lioi� �s set Eorth in Table No. <br />]70. ' <br />Cj <br />