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d shall remain <br />vat of plane and <br />ray session of CM <br />State Iww. The <br />ed with. <br />Washington State <br />I <br />m only these <br />ment. <br />ridge, hips and <br />on 2518 -(g) 1. <br />f 6' on center <br />arallel. Section <br />span and 'shall be <br />ceiling Joists). <br />fter it supports. <br />braces /5. <br />slid sheathed <br />inimum 6 and 12 <br />pitch of not lessa splash 'diverter <br />d) a. <br />rone, elearanne of <br />of the attic area <br />he soffit and is <br />h artarlor eat Inter - <br />Framing <br />30. Adequate anchorage of the roof or helms to columns or Walls. <br />ing,puplifteanddsledl gsto . shallebeoprbvlded in allnd,tio, to lcaseest ar turn - <br />'action 2308 (a)• <br />17. All column and post supports shell be designed to hold the <br />eolunn or post ecnu rely Sn position and to protect its base <br />from dote r'.ora t ion. ago roofing Se pc rmlttad under poste <br />located in crawl spaces. Section 2517 (c1 s. <br />12. Fire stops shall be provided to cut off all concealed draft <br />— openings, both vertical and hotirontal, and form an effoctivs <br />barrier between stories, and between a top story and roof <br />space. Section 2517 lfl• <br />i lb foists under bearing partitions shall be doubled, arts[ <br />framed into the side of a wood girder shall be supported by <br />anchors, <br />Lremin9 enchoce, uslrg only nails designed for use with framing <br />i anchors. Joist shell be supported laterally at the ends and <br />at each support. Section 2510 1d) 3. <br />oist <br />not be <br />16 from ieupporciglydertions e r�all ecorapart r to ple <br />ions me than the Jol t <br />depth. Section 2518 (d) S. <br />15• studs shall be <br />vide overlap pingaatecornersdandlea <br />tt Sntersectionutwithdbearing <br />partitions. End Joints in double plates shell be offset at <br />least 68'. Section 2518 (f) 6. <br />16. All exterior walls and main cross stud partitions shall be <br />effectively and thoroughly braced at each end, and at least <br />every 25 feet., Section (f) S. <br />_ 17, All openings in bearing walls shell be provided with headers. <br />Header$ she11 have at least Section 2 continuou <br />s bearing to the <br />floor or <br />Foundation <br />x IS. Crawl apace under floors shall be at least 19', 'a minimum of <br />12' to bottom of girder. sf[!9�p floor eEea shall pprovided <br />yjtp_.l _minle,um-9f_36_ai.79' aag_9aes _Crawl Section <br />2517 -to". <br />X 19. All Wood in contact with concrete or meonary @hall be pressure <br />treated wood Of any All marked or branded species, <br />i by an pprovedjagency. Section on grade cedar r2517w�� (a) 3. <br />y. 20. Minimum founds'aon ventilation IS square feet for each 2S <br />lineal feet of exterior Wall, arranged as to form cross ven- <br />tilation. opcaings to be covered with a corrosion, resistant <br />vice mrs of not less than h' nor more than %' openinq S. <br />Section 2517 (0) 6. <br />j_ 21. Foundation, places shell be anchored with not less then S' <br />bolts embeded .,t least 7' and spaced not more than 6' apart. <br />There shell be a minimum of 2 bolts per piece, with I halt <br />located within 1' of end of each piece. Section 2907 (a). <br />22. Maximum backfill allowed for wall thickness 6 inch wall - <br />5 feet, a inch well - 7 [eats 10 inch wall - 9 feet. <br />Section 2907 (f). <br />_ 23. The foundation plate shell be 6' above grade. Table 29-A. <br />1 story - 6' minimum w01 - 6' xl2' footing - U' below grade. <br />2 story - 8' minimum wall - 7' a 1S- footing- Is- below grade. <br />3 story -10' ninimum wall - a' x 18' footing- 26' below grade. <br />pasonary peneer <br />24. Brick veneer &hell support no load other than its own weigh' <br />and the vertical dead weight -of the veneer above. Section 3106 <br />(a). <br />25. Brick veneer uhall have a 1' aIr space, !lashing at Gee /V <br />round weepholoe, 32' on center, 151 felt, ties 1 fa[ ear.1 2 <br />.equate feet. Section 3006 (a). <br />General <br />26, Separation from the house to the garage shall be of materials <br />approved for 1 hour fire resistive construction ap•ditd to the <br />garage aidewhere living area is above the garaca. all support- <br />ing members shall also be covered. <br />5/8' type ' gypsum wall board. for wells and s' type '2' gypsum <br />wall board shell be tight fitting, 1 3/8- solid core, with self <br />closer. Section 503 (d). <br />27, Every room used for sle-.ping purposes $hall hive At least one <br />window or exterior door for emergency exit o rescue. A window <br />with a sill height of less than 68% 5 fquar test of area. <br />and uo dimension less t....&h 22 inches will m:tt'this requirement. <br />Section 1404. _ <br />