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HomeMy WebLinkAboutPRODUCT 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 .