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DLPARTHENT Or COMMUNITY DEVELOPMENT <br />BUILDING DIVISION <br />RESIDENCE pl.B.w COBBLCT104 SHEET <br />1973 U.B.C. <br />Omer <br />deb Addrass ,ti 4 I t 12 -' •� <br />Plan check <br />••v3luacios permit Fes <br />'clan check ran <br />ans and <br />l rem in <br />attached to theked approvedwmet ofrt Of plane.[[ Thele pprov-I of2plane end <br />rpeelfleatlons does not permit the violation �f any section oC the <br />Lend,,- Build =ecti ns, or other 89indicatedtrilldbeance or compliedtate Law. <br />with. The <br />following <br />Hoof rat ins Pact A Attics <br />_ 1, True sex shell be designed by a registered Hsehington State <br />ed from <br />Designs,zn'a• Submit designl toe <br />ildingfabricatDepartment. these <br />hips <br />2s valleys shall bewdesignedless <br />asbeams anSection12518 1g) 1and <br />2. Asher ties shall be Installed a minimum of 1' on center <br />where telling Joists and rafters are not parallel. Seetlon <br />2510 (g) 1. <br />1� Particle braced toay be bearingswalleoriblamereduce only,Lter (not ceiling Jaietsan and shall � <br />The purlin shall be no smexlat mmthanthe <br />eon rafter <br />ereiti Support.. <br />Minimum braces 2' x 1',slopes <br />Section 251B (9) S, <br />�x Ss oofa' Coverednwith 151les 1felt underlaliedy o [whim-hleendd12 <br />pitch required. Section 3203 (d) 2. <br />_ 6 Shake root requires 301 lntemguive with z pitch of not less <br />rat and <br />le s2Valley thanI- high. Sectioning 1l have a Plash divarter <br />3203 (61 { <br />7s Attic access 2J205 fa) with. a minim— headroo.l clearance of <br />30s. <br />of the <br />{s croon attic <br />1/30D ofntheation attiuratoo if hat is/inOattic the soffit And is <br />11 above the plate line. Section 3205 (c), <br />fs rlywood roof sheathing shall be bonded with exterior or inter- <br />mediate glue. (Also $ee 6eatlon 2517 <br />rranin <br />umn <br />10. eda9oftwall eyend9e Of columnaatreef <br />the foundation talrem <br />i troverlturn- <br />6ett1onlift and eliding, shall be prbvlded in ell cases. <br />11. All column and Post support, shnll be designed to hold the <br />column or pose accur'ly in position and to protect its base <br />I ran, deterioration. <br />s r sect,ion25 117r(c)t� under posh <br />l ocared incrawl space <br />12. FS[e swaps shall be provided to cut off all concealed draft <br />and term an effective <br />barrier between stories, and between a top story and roof <br />I 'pace. Suction 2517 M . <br />i 37. Joists under bearing partitions shall be doubled. do et <br />— <br />framed into the side of n wood girder shell he supported by <br />framing anchors, using only ails p ortedesigned laterallyruse at theith endsr And <br />eta hors. joist ehall be each support.Section 2518 (dl 3. <br />not be Offset <br />11. Hearing pattltions perpendicular <br />acotpt tltlone more <br />depth.the Jol t <br />— from support girders, <br />depth. Section 2518 (6) 5, <br />pro- <br />15. Studs shall be capped with double top plates Snetalth ea ing <br />vide overlapping at corners and at intersection, with bearing <br />partitions Seca Sanints i daubla plates shell be offset at <br />least <br />ns <br />��( 36• eAllffacas tivelyrandlls and thoroughly braced atc rose ueachrend,oend atshallet <br />,l be <br />vary 25 feet.. Section if) 5, <br />_ 17. All openings in bearing walla shall be provided with headers, <br />f2ror�ball otwomaPlate.la Sections 2518t( gala bearing to the <br />or <br />tt <br />Foundation <br />y� it. Crawl space under floors shell be at least its, 'a minlmm of <br />17s to bottom of girder. _.lf pa°crawor l hole, list[ onvldad <br />_3flth_a_minimura Pt_ 1f'..+�]!_s <br />_251LIc11• <br />X 19. trel wood in eced waodeoLteny specie ,act with efounhall be pressure <br />dationor sat&do cedar or redwood, <br />all marked or branded by an approved agency. Section 2517 <br />(a) 3. <br />a <br />20. Minimum foundation venti <br />lineal feet of estarlor : <br />tllatlon. Openings to <br />wlra Mr1, of not less t <br />Section 2517 to) 6. <br />21. roundation,pintes shall <br />bolts ambeded at least L <br />There shall be a minimcn <br />located within 1' of an'; <br />_ 22. Maximum backf(il allowol <br />Sec it on 2907nSa). - 1 <br />23, The foundation plate she <br />1 story - 60 Minimum wa! <br />2 story - 8s minim- we] <br />3 story -10s ulnlmm wall <br />Masonary Vane 1 <br />24. Brick veneer &hall SUPP, <br />and the vertical dead w1 <br />W. <br />25. Brick veneer shall have <br />round weepholue, 32' on <br />square feet. Section 3 <br />General <br />24. Separation from the how <br />approved for i hour fi:� <br />garage aide. Where liv. <br />ing members wall also 1 <br />5/8s type 'X' gyp'm wa <br />,,It board shill be tig <br />closer. Section 503 W <br />27, Every room used for sic <br />window or exterior doer <br />with a sill hnlght of 1 <br />and no dimension feu t <br />Section 1404. <br />