The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL ROOFING METAL ROOFINGfl 're Fa pe to. Ur 77 npliant,.with Florida Budd"ing Code 2017 (6, ,ed ) n liant>with Florida Product Approval�Rule # 61G20 3 pliant: Keystone tert' f,i tions,. duct:.5 V Crimp 26dA Steel Roof Parsal P3C.tic.1507.4 2 r Yield "streri h: 50 ksi min.' Atta`rched to:min. 0r., piywood6i Wood DeckW/ min . OA2 specilric gr vet a�rith scretivs.' 4" C+ verage. Rib,Height 3/8" rosidh Resistant Compliant. I:B.0 Sec. ;15t17 4.3 terser-1(Method .1 attachment).'#9 x ;1 1f 2" Mex-Washer;Head virbod screw, to penetrate 6" min-thru deck.�o5,5%$" ene,bedmen�t into; wood plank. (*car: sufficient aength :,t 4neet �ulr"ernents)- ener 2 (ibiethod 2,3j & 4 Attachments. #i10: 1-1/2" Hex Washer Head wood screw"` to. 1etrate 3/16" Min. thru desk or 5J6" ombeoment winto v rood` ►lank; (*or �,tifieient length k; ;ee,t:requirements)' rlayment. To. be".Compiliot with 1'E3C Sec: Chart 1507.1.1_ e -Shalf-be In compliak 'with, F6C Sec..1507i"r #; See.F,asdener attar melit spec ice urns a ve . !"nstaiUMO Is - Tabie;Alt�owable [:maids ,, '. 'METH00 x .:METHtiC1 METHS©3 DES GN PRESSURE"` , .; �, , _� H.. : ` " .. $0 PSF . -9F 5� PSF -101 PSF. . 228 PSF RO„ SPACING , E. ;�, .' �. '., i�i" :O.C, . , .::. �._ $" O,G. ' , .. ,6", P.C. .. , f . ENER SPACING°(ALONG Pa"'n+Eri,width) 12 g c, 12" o c.:; ., 12" o:c 12" o.c.: ; IASTENE1t:SIZE Ftefei�ence b►ata.:al�cHi�°,TulsAl. iE51'IIV,1(ir TS;-10#:15� UL 5 „. . . 0-06 & 18T®st Report_ '' I)06 393 01 50-�.8 65/02/14 t Test Report F3366 01 45n-18 .12/i8/15 TAS 125 03:, "Pest Repot 005893.Q2 45048 07Jt2J•i4 *I I E¢ iVALENC!'-UL Z87 04. is equivalent ro::testndarc% UC Y89� r ► *iiesgn pressure margin of safety 7.1 KY Lock Bauuden, P.E does'not hove, not vAll acquire financial in� a n��O+faeturing or distributing products: under; thisevaluatios ' .n a wiiocke,aowden,•P Eis:notowned oojnlifuibuthi`g products.wrderthis repo .. OR Pia o FL'17622.1 6V Crimp `i<26dA S eel), 24" UVide°.Roof Panel -'uetA is Lim�t�tion i ° '1 Unde ayment to be •compliance with current Florida Building Code (FBC)2017 & ed. 2. Mini' um slope to be compliant,with,Florida Building Code '1017 6th ed„ and per with Menufaicturer's installation reference. 3.. Prod cts are compliant for State' of Florida product approval per Rule 61 G2Q.-3 Compliance Method:.1-b 4. Er)gir Bering analysis for "project~specific approval by` local, authorities w/jurisdiction is.allowed by other registered'' engineers. 5. Fire q'lassification is not'part of this -acceptance; Shear' diaphragm values are:outside.this.reoott. 6. Support framing In compliance wIFBC °2017 6tn ed , Chapte ',,22 for Steel,'Chapter 23 for Wood and Chaptar 16 for �truc�ural Loading. 7. This- eport does not,imply'warranty, nstallation,,,recommenddd prdddct uisd,o4wde', of this report: 4" ' - { "'"� S3F''FSS3tt?J_ S'rRfi?'i3tJP1y�,py� . i Pan'011"Praflle Nominal' 12" Nominal 12,,". , o:c, r , i Fasten 'PP-1/2!'Min. or #10 x' 1 1/2" Min: per 'cable "N' Hex:lNasher Nead•5crew Spaced 12 o c. acro'ss the Panel V\Adth I Panel Ref& toTabie:�A"forSpacing AlongPanel i CJverlap Length Oeck715132" or. greate_ r. Plywood, or 1 .