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4114 HOYT AVE 2018-01-01 MF Import
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4114 HOYT AVE 2018-01-01 MF Import
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Last modified
9/20/2019 9:06:37 AM
Creation date
2/18/2017 6:50:06 PM
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Address Document
Street Name
HOYT AVE
Street Number
4114
Imported From Microfiche
Yes
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��� <br />O � x <br />q H <br />�H5� <br />yxH <br />fC f� <br />H� <br />050 <br />�IH�I <br />� H <br />XO <br />�HG <br />OH <br />�^�g <br />y. V (� <br />9H� <br />t � H H <br />g� <br />Cq) C7 V� <br />[h�M <br />H O Vi <br />Plan Check CIo: 91/35177 <br />Page Three of Four <br />14 <br />15 <br />B) The use of welding equipmen[ is r�qui[cd to mzec �h° <br />condicions of Areicle 49 of the Uniform Fire Code. <br />C) The storage of Acyeyl��ne is limieed to 50 lUs without <br />approved storage cabinets snd 100 Lbs with apFroved storage <br />cabinets (NOTE: these amounts could also be increcsed by <br />the use of a Eire sprinkler system and containmen[ areas). <br />D) The use of calcium ca[bide is limited [0 10 1bs in an <br />open syscem and SO 1bs in a closed syscem. The storage oi <br />calcium carbide is limite3 to 50 lbs and may be increased <br />to 100 lbs �aich che use of appcuved scora�e eabine[s. <br />(:IOTE: ehese amounts could aiso be increased by ehe use o[ <br />a fire sprinkler syseem and containment areas). <br />Detail �i4, sheet A-4 is shown incorreccly please refer to Detail <br />�1. sheet 40 of the structurul calculations. <br />Concinuous masonry special inspection is required. <br />1G. Sheet GS Seceion L.1 "codes" makec reference to City of Seactle <br />Building Codes. <br />The City of Everecc is currently using the 1988 Edieions of [he <br />Uniform Building Code, Uniform PLumbing Code, Uniform Flechanical <br />Code and Uniform Fire Code. THe 1990 Edition of Washington <br />State Regulaeions for Barrier-Free Facilities. The 1991 <br />Editions of the Washingeon State Energy Code and the Washicigton <br />Scate Ventilation and Indoor Air Quality Code. <br />Also the current A.I.S.G., 9th Edition and A.I.T.C., 3rd Edition. <br />17. Sheet CS Section 1.2 does not show floor loading fot of£ices oc <br />stairs. Office Areas: 50 p.s.f.; Stair: 100 p.s.f. <br />Please verify that struc�ural supports were sized to these loads. <br />
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