Laserfiche WebLink
1W. <br />Crragf a (Of t11e storage of privato ph'asere ears <br />WIouW Lc eh-srgned for a nrnamoot POW pound <br />wdrecl bad, "clon 2302 (it). <br />-- <br />Live bad signs are required. Section 730.'Sue <br />...................... .................. <br />M. I Glucd-fatninari l tuidKa shauld be fabricated in <br />aeeafdanco with !Mehon 2'A l (f). <br />WJ. slrrss in t;lvcd laminated memlim <br />I/Jlo..able <br />Wet )2 inr:ies in depth flim0d confddcr ..1 <br />depth od olir_n farlur. Cectron PIA I (it) G. <br />__ <br />I CJ.I Balled connetnenl eeposed In III- wenlhnr orr <br />limited to 75 ps'cen( of file bluwmbfe fo:.'i <br />antler p:otectcd condition;. U:1-1.G. Slandied <br />Ito. 2rr 17. <br />i62. <br />7 Mchora^e W Concrete and ma5only walls olu lit <br />_i <br />comply with Section 23)3. <br />16i. I rPfomod tirades should conform with Table flo. _ <br />1C: 2, Ggcatiau L. required th::l sufficir•nf stone or <br />(amber is avaihMe to avtnr ederiti to to:,f <br />QrLinLQc aft'-f long fine d011,rtiuns. In lieu cl <br />this, roo/s must hc• de :irnrd for possible pon:1. <br />fag of water. Section 230E (q. <br />rCo-talls <br />on slrf[sing method aro hnrdwme rloni!' — <br />w Ilh jn'f;fying d. }a are Icgiirefl en prr,tresstd <br />eo^crete Wr A. This data shmm be svbmi'tcd <br />ii epprWrd prior I;• vfdcrinr of matcri-l. <br />Ifote P.M ell tendons f.ho-ld cv^Iply v:iL', Scc <br />Con 4303 (c) 2, for tiro rrsktiv(- purposes. <br />IC(. <br />Wul•Jinr: dab or detP.;K for rlrel decl.inn used es _ <br />a diapbrai;m Shov!;1 be pr:vi¢ctl. InformFti^n <br />should comply wi!h a spccil" 1';Po resenrch <br />recommernin! n or test loan submir;rd in <br />enmpfcv_ce wait;; Section )OG. <br />- Additions! Cc:reclions: <br />—_-- If Details shouts be provided on'roof (floor) dia. <br />phrarm connections that inArcate I uw lire <br />shoms are Irmrsferred to vertical she::r-rv5iSt- <br />• in;; elements. Connections should be prt,hrd <br />vnlll strurtaral raleui:dions lot compliance with <br />allowable values. <br />I Ct:. Il„ilinit for gypsum board (lath, shr aching board) <br />used structurally on shear walls slu.:dd be <br />Specified to comply with TahIC No. 47-I. <br />IC^ Sliear w;dls ulilicior; gypsum LoarA (lath sheath• <br />ing board) cannot be used to resist loads im <br />Inced by mrsnnry or concrete walls. Inotnole <br />I, 1:!Mt. No. 47.1. <br />I70. Ifallinos should be designed to williimld o 20 <br />(tr0) pound per foot hai:ontal lone[. Table <br />No. 23•C. <br />i 71. Ceiling joists should he deslgned for IMPA load <br />Of tint Irss Ihan 10 (20) pounds per square <br />Lunt. Table No. 23C. <br />17?. 'Intori�: pe Wioos should bo Justified mruchurdly <br />let strcnrth and d(fiection criteria specifed in <br />Section 2312 (b). <br />I::' . .................................................. $he uld Comply <br />with a specific lcCO rescarch recon.mendafion <br />or Justifying test del, should be svLroilt1d in <br />Compliance with Section J(IG. <br />174. plans should indicate that foundations emend <br />below the frost I-na. <br />�+I 75. proole complete Speciheatien in eonfcrrnat,ce <br />with the dcrign for ............................................ <br />71fl`SC ll cuts are a port of the plans oral shill remain ollached thereto. Correclinns as above indicated will be complied rill. <br />fieclleci.rd z-d Approved .................... ........._.....-.._................_.....-......_..(SIL•n Ifcre)..........,.................................................................. <br />• (Mewbtoro of owner or apnfcnnt) <br />Checked L•y <br />Dale <br />Sheet I.e. 6 01 G Sheets <br />