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<br />; <br />i <br /> <br />SYSTE;\1 A-iS; <br /> <br />SYSTEM DESCRIPTION <br /> <br /><<Master Rib" 26 G:l.. i\-k(:J.l P:md <br /> <br />Dcck Type: <br /> <br />Deck Dcscription: <br /> <br />SiOJlC R:wgc: <br /> <br />M:uimum Uplift <br />I'!'cssurc: <br /> <br />:Deck AH:ld:mc!lt: <br /> <br />Vndcrl~ymcnt: <br /> <br />Valleys: <br /> <br />Fir!: E:inacr Bo=tn!: <br /> <br />iH c(;!! l';hnds and <br /> <br />Acccsso,-ics; <br /> <br />8 <br /> <br />Wood, Non-insubtctl <br /> <br />1'1/ .. . d d . <br />J:~ or grc~H.cf jJlywoo or woo pJl1K. <br /> <br />2": 12" or grc.:J.tcr <br /> <br />The maximum allow:!bk design pre ,sure for the 36" wide pand sh:J.i! bc - <br /> <br />117.5 psf. <br /> <br />In accord~lnc!: with appliobk Build ng Calk. but in no GISl.: it shall be less <br />than #8 x 2'" screws spaced at 0" o. (_ Wood 5;hc:lrhiil~ sh:ll! he ,;c:lled ::H :Ill <br />!oin(s with ;I continuo,> head of IIrl,(!I:wc 5c:'!bllt. . <br /> <br />Minimum undcrbymcot sh:J.!I be a P STM 0226 Type II installed with a <br />minimum 4" side-laps :lDd 6" c::Id-la )s. Undcrbymcnt shall be f:lstcncd with <br />corrosion resistant tin-caps and I Y;" annular ring-shank nails. spaced 6-- o.c. a, <br />all laps and two staggered rows Il"' ).c. in the field ofine roll. <br /> <br />Valley construction shall be in COmFlia:1cc with Roofing Application S{~nd.:J.rc <br />RAS 133 and with Union Corrugalirg Company's currenl published <br />instalbtion instructions. <br /> <br />For class A Of B fire rating. insl:lll minimum y,.. thick Georgia Pacific "Oens <br />Deck" (with current NONl or minim 1m 4mm thick ofT ritcx. RockRoof (wilh <br />cUlTcnt'NOA) or 5/8" watc~ rcsiSIJ.nt ypc X gypsum shc:.!thing with treated <br />COfe and facer. <br /> <br />Ins!;}!! the: "Master Rib Roofing P:l1C!" and :lCCCssoncs in compjj;mcc witf1 <br />Union CorrugJ,ting Comp:Il1Y's CUITll1t published inst.:dbtiofl instructions :J.nd <br />details_ Flashing. pcnctr.ltions, vall( y construCtion :lnd other dd.:J.ils sh311 k <br />constructed in compliJ.occ with the minimum requirements provided in <br />Roofing: Application St:ll1dards RAS ! 33. <br /> <br />Master Rib Roofing P~mcts sh::dl be r: stcncd with a minimum of #9 Hex HC:1d <br />Wood cOrTosion resistant f:stcflcrs wi~h sc:lling washer. Fasteners sh:lIl of <br />sufficient length to pcnelr::dc through he sheathing a minimum Oe/16". <br />fasteners sh::l!l be pl:lce in ;iccordanc( with fastener dct:lil herein as follows: <br /> <br />l. <br /> <br />Pand side ribs shall be (astc!1cddong side or the panLi Inside rib, one <br />fastener at the ovcrbp. Field p:m:1 fibs shJ.ll be /;I$(cm:u \\'It!1 one fJstcncc <br />per rib the side of !he panel. <br />All fasteners at center ,ibs and 0\ edar rib $11:111 be sp:lccd :It J m;lX [mUll) <br />of 18 inches o.c. parallel to the rc of slope. See deDil herein. <br />P::lnc ovcrbp so;).ll be fJSICncd J[ the high poifll with y,." x \.. corrosion <br />resistant [J.stcncrs with SC:J.lin.l; W lshcr spaced J.t J lluximum of I S inches <br />o.c. parallel [0 the roof slope. Sc: dct3il herein. <br /> <br />2. <br /> <br />), <br /> <br />L'io:\ No.: {}2-0726.D(. <br />E,qlintif>n D:l!c: 09/0510:' <br />Apprl}v;a! D:ltC:09/05/0: <br />P::l~eJof{ <br />