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07-7036
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07-7036
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Last modified
3/6/2009 4:33:09 PM
Creation date
1/16/2008 8:57:58 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
07-7036
Building Department - Name
CROSSROADS CHURCH
Address
5208 8TH ST HISTORIC
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<br />09/19/2007 10:13 3525674454 <br />09/19/2ea7 1e:01 2395942e64 <br /> <br />MILBAR <br />DC5M II~C <br /> <br />PAGE 04/08 <br />p IX l1'1fl::ll::l <br /> <br />APPROVE)) SYSTEMS: <br /> <br />SYSTEM Al <br />Deck Type: <br />Deek l>cllaiptlon: <br /> <br />D.C.S.M. 5V Crimp Roofpane1 <br /> <br />Wood, Non-insulated <br /> <br />New C011.$tt'Ucti011 or Re..roof <br />19/32" or greater plywood or wood pJank l <br /> <br />2": 12" or greater <br /> <br /> <br />The maximum .llowable design pressure for the D.C.S.M. 5V Crimp metal x: f <br />c1 shall be ...10? p51 (See SyIlteID Limitation #1.) <br /> <br />Deek Atuehme:nt: In a~ with applicable BuiJdmg Code, but in no C'!Se shall it be less tban <br />8d annu.lar ring shank nails ~oed 6" o.c. In reroofing, where the deck iR less <br />tha1l '~/32" thick (Minimum sl,~") The abow attacbment method must in <br />additioD to existing attac:ltment. <br /> <br />Slope ltange: <br />Maximum Uplift <br />Pnssure: <br /> <br />UDde....ft,.ellt~ Minimum underlaymQDt 9hall be aD ASTM D 226 Type n insta11ed a <br />minimum 4" side-lap and. 6" end-laps. Undertayment shall M fastened .th <br />c:oD'Oaion :resistant tin.eaps and 12 gauge t ~" amwlar ring-sbank nails, ced <br />6" o.c. at aU laps and two staggered rows 12" D.C. in the field oftbe roll. Or any <br />approved UD.derlayment having a cu.rrent ~OA. . <br /> <br />Valleys: Valley COD!ltruction !lhall be in compliance witb RoofiD.s Application Stan <br />RAS 133 and with Dan's Custom Sheet Metal, Inc.' current published <br />installation mstrl1ctions. <br /> <br />,Fire Barna.. Board: Any approved fire banier ,having a current NOA. For class A or:B fJ1'e rat' <br />install minimum W' thick Georgia Pacific "Deus Deck" (with cmellt NOA) <br />minimum 4mm thick ofTritex, R.ockRoof (with cumnt NOA) or 5/a" water <br />resi.t type X gypsum sheathing with treated core and facer. <br /> <br /> <br />Metal Panels and <br />Accerlllories: Install the I'D.C.SM. 5V Crimp RoofPane.Js1I and aecessoriell in ~Uance . h <br />Dan's CUstom SJ,cet MlI!:tal, Inc' current, published installation iMtructiOlls d <br />details. Flashing, penetrations. valley conllttuctionand other details sball be <br />consauctltd in complianoe witb thE) minimum reqWrements provided in R.oo g <br />Applicalion Slendarcb RAS 133. Paoels sbaIl be a\llChed.. follows, ~ <br /> <br />'.D.C.S.M. sv-Ctimp Panels" shall be installed with a minim.urn #9 1 W' <br />corrosion resistant fasteners with Deopmle sMltng washers of l'lu.ffici~l1t leD b to <br />penetrate a minimum of ~/ll' through the sheatbing. Fasteners sbJlll be pI in <br />acc:ordance with fastener detail herebl as follows: <br /> <br />1. Panel,gide ribs sball be fastened wj,th one fa..~ alq side of the panet <br />inside ribs dJfough the high point of the V. Center panel rib shall be fast <br />with one fastener through the high point of the v. <br />2. AU fistenm at oentef rib, attd overlap nc sball be spaced at Il maximum f <br />16 inches 0.0. parallel to the roof slope. See Profile Drawings herein. <br /> <br />8 <br /> <br />NO,.\, ND.: 0.5-88 ~.01 <br />~.plrati01l1)Ate: 051 DB <br />Appro~ Otte: 12 SIOs <br />Page of 7 <br />
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