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a. <br />Tab]c 29A: The foun�ation platc ohall Lc G" abovc gradc. � <br />- — 1. 6tory - G" minimw� wa11 - G" x 12" foo:ing - 12" bclow 9r.dc. <br />2. story - 8" minimum wa11 - 7" x 15" footin9 - 10" bclow 9rade. <br />3. story -10' minimwn wall -�8" x 16" fooeing - J4" tclo�a gradc. <br />Soil conditions may requirc an incrcasc to thc above. <br />Section 2907(d): Except for special provisions of Section 2905, covering the.design <br />of piles, all portions of Eootings ehnll be designed in accor(�once <br />with the structural provisions of this Code and chall be desi.9ne�7 to <br />minimize difterenCial setClement. <br />270TF.: Dcpartment policy - In licu oI footing design and found-ution <br />plan by a registered protes�ional engineer, two �, inch reintorcin9 <br />Uars aC botta�a of footir.gc and one ; inch rcinforciny bar at top ot <br />Loundation walls shall Ue p=ovided. <br />F'or eoncrete basement wall over 3G inches in height refer to <br />i.11ustrati-on • <br />Section 2907(c): Foundation plates sliall be bolted to the foundation �rith not less <br />_ _ . . . __ _.... _ .. . . . . . <br />h inch sCee1 Lolts embedded 7" minifium into conctete and s all e <br />spaced not �aoce than (' apart with at least two bolts per picce e:ithin <br />1 foot of ends. <br />Section 3004(a): Uric',: veneer chall support no load other than its o�m weight and Che <br />vertical dead �acight of the venecr abovr.. <br />Section 300G(a): Anchored veneer shall be supported on footings, foundations, or other <br />non-combustible supports. It sha11 have a i" air space between <br />venecr. and bacV:ing, li@ felt and approved type non-corrosive tiea <br />p 1 for each 2 squarc .`ect. <br />Section 3203(d)S: Shakc roof req�ires 18"'- 30; felt or apProved equal interweave, <br />with a pitch of not less than 4 and 12. Vallcy flasiiing shall havc <br />. a cplaah diverter rib not less�chan 1" hi.gh. <br />Section 3203(d)2: Conpo�ition shingles shall be applied to solid sheathed roofs covernd <br />wiCh 1 Y fclt, ninimun 4 and 12 piteh required. <br />Section 3205(a)2: n 22" x 30" attic access opening shall be provided with a minimum <br />clearance of i0" and shall be in a readily aecessible location. <br />Section 3305(1): The enclosed usable space under stairs to be 1 houz fire resistivr <br />constructi.on on the w�lls and soff.it, 5/II" U.L. approved gypsum <br />wallboard on a�alls and 5/8" typc X on cciling. <br />Section 3305(dj: !Pinding sCairo:ays sha1L havc no width ot run less than 6" and a <br />requircd width of run (9"J, P=ovided at a point 12" out from the <br />narzow side. <br />k'_RP.f'L7+CG AND C!IIAIV6YS <br />Phe Puget Sound Duilding Codc Standards Council Residenta7� <br />Fireolace and Chinnev Constructian Stnr,dard� is reco9ni..ed <br />aa tnecciny tiic ioiluwiny cudc requiremenCs. <br />Section 370A(b): FIASONARY CIIIFINL'YS - i.ined masonary chimneys shall be conslr�eted wiCh <br />walls not less than •1" thicl: exeepC th�t walls o[ unburned clay units <br />ehall Ur not le.s than 6' thick. The chimncy lincr shall be in <br />nccordance with 7'able 37R. Unlined chimneys shall. be constructed with <br />m�^.on�ry or concrete walls noC les, than 6 inches thicY.. � <br />SecCi.on 3703(d): I.P.aIt1G - Fire clay chimnoy lini.ng shall he not less thari 5/�" ChicY.. <br />thc lininy �hal.l extend from the throaC oL the fireplace to a point <br />t�twvc r.nclosinq tnasonnry w:ills. Pirc clay chimncy lining❑ shall bc <br />Jn�talled ahcad oE Chc construcCion oE thc d�imncy es it i.s c�rri.cd <br />up, c.retull.y Uccldcd in firc clay tnortcr, wiCh closrfit�.ting join�s <br />1cfC :.mooth on Ch� insi.de. Firc-Lrick nol less eh�n 2" e.hi.cY, may bc <br />ur,ed in p1.�Gc. of f.irc cloy chinncy linii:g as ::ct forth in 7'aUlc tao. <br />370. <br />