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t 54. The rocs snouw be aeswnea ..,, uovh wnw ofessum <br />will cue Col siaerabon for ,term support of comp <br />Sion flanges at nsxural memoers. <br />5.1 Floor load snould consider a 20-oa ro-oer•su foot <br />partrtrdn load. Section 2304 (d1. <br />1$ .Marcuees imswenaai bawomesl should a assigned <br />for a 60-pouna-per•scuaro-l0ct live to axle No. .3- <br />1 157. G ages tar tee storage at err ate a re can shouldbe <br />esignea for a mimmu,t 20 a wheat load. <br />i <br />S nd70a(c4 <br />158.1 uvs lad woo,;-r:ouid co/gly with Section 2306. <br />159. <br />Gluea-lam, tea lumcer sn w to fabricated inacccr- <br />cants wnr. S don .511 II <br />i !60. <br />Allcvac!e s 25vc,,!,,3mnzleo memcers �.er ,2 <br />mcres.ri teen,nmcer a cedm recuc::on :ac- <br />Section 25 <br />161. <br />Bolted conneToo exb sea •a the weather are limited <br />to 75 dercent me ai tie oaa unaar orofec:ea <br />Conditions 'Nh always 1. the a:lOW801e loaa snail <br />be 6i 7BrC Of the all foie .08d under erotetted <br />cordttions. B.C..Stonce No. 25.17, Tame No. <br />25.17-5. <br />16Z <br />Anchor a of concrete and maso its should tom• <br />ply wi Secron 2310. <br />163. <br />I Ply don graces should conform won to No. 25.8. <br />164/a=v:Oto <br />Gabdh is fedUlRdthal aufHdlMlswp rc8lnbef is <br />w assure aaeduate roar dralnaq anor'ome <br />aenecbons. In heu or tI xon must o aesgnea <br />r oossloie oonmrg of water. Section 23051 <br />1 <br />Details on stressing memod and hardware alp with <br />Jwtifying data are reputed on oDltre3wa co to <br />wont. -his cats should be submitted and aoorovea ar <br />to oraenrig or material. Note that ail tenons sno d <br />comply vinh Section 4303 (c) 3 for fire•reslsn <br />Purposes. <br />Additional Catholic Ions: <br />I <br />166. <br />VVetdit .La dr details for steel Oeclnrtq used at a a <br />pnragm snouw be movldea. infor,flaiion shwa tart+ v <br />"in asbeatic 430 evaluation read n artsstaata ,- <br />lea in compliance w,m Section 105. <br />18 <br />Details should tie Orovioso on roof (boor) <br />connections that Indicate how the sneers <br />ttosrcm3i <br />fertea to vrxiwal shear-rasisonq eiefnrn, ' <br />should be fustmeo corm stluclural carat <br />Hance "in aliavAos Values. <br />168. <br />N -ng for gypsum board Ilan, She ing bdaraI used <br />sou rally on sneer wens and wa sbaafied to com- <br />ply ion Table No. 47.1. <br />169. <br />izing gyps board (lam, sheathing <br />ShearNort", <br />boaral sed t resistloansImeased by <br />masonryreta . Faolnole a Taae No. 47•I. <br />1 170.1 <br />Railincs should .. money to wimstand a 20• 150.) <br />I <br />I pouna•cilwoot no ntai:ome. Taole No. 23-8. <br />171. Caillrg!ramin should' Cost had for a live load at not <br />Tess man ; 0 01 pounds r sauam loot. Table No. 23- <br />B. <br />t72. <br />Interior arti6ona should be strueturauy for <br />\11"I.1d <br />strsn and collection entauNed in Section <br />i <br />23 (b). <br />173. <br />should comply <br />with a soeatic IC8O evalwtron report IwtiMng test <br />data snow abesuomtitmamcamduance Section 105, <br />4.1 <br />Plansshouldinacatamathx matw $4xtow dw the <br />Yost line. <br />175.1 <br />Provide complete spea8ationa in conformance <br />the assign for <br />These sheeis are a can of the plans and snail remain attaches thereto. Corrections as above Indicated will be compdea MM. <br />RecneCKE)d and approved (Sign Here) <br />,sgn.V. a Uwriw a bosvnl <br />Dale Checxea <br />REVISED l"S <br />Sh..t No. a of Is Sliews <br />1'3 <br />