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HomeMy WebLinkAboutPRODUCT APPROVAL - ROOFINGFrom: Freedom Rooters Fan: 17722174459 To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 3 of 13 04112/2019 9:42 AM FIR 17796.6 R 1 r, F(T4t � r;1`ty<}3Cl'.£tii:w &TuSSS11t` 311C:, Product F.valuaticri Report ATLANTIC METAL of Qf { ERO BEACH, INC. 26 G a. 511Crimp Roof Panel over Plywood Florida product Approval # 17796.6 FloeMa Building Code 2014 Per Rule 61G20.3 Method: 1 -U Category: Roofing Subcategory: Meta! Roofing Compliance Method: 67,G20.3:005(1}(d) [Miz ?rraguctytanufarturer: Atlantic Mirtalli of Vero 9eaeh, Int. 4020 434 Avenue Vero Beach, Florida 12960 Enuineer Evaluator: Terrente-E. Wolfe, P-E. ##44923 Florida Evaluation ANE-ID.1926 Ya!idator. . Woke Bowden, M, fi..##4970.4 0459,Atysbury Place Montgomery, AL 36117 'Aa n—a. svaluafion Report Pages 1- 4 SCANNED BY St. Lucie County *.itt4a.117 rrl,�,tf •. STAie OF z 0It1 is A+"�` ♦rir �+# e641t t�� hariz lit, 2015 From: Freedom Roofers Fax: 17722174459 To: ST. LUCIE COUNTY Fax: (772) 462-1579 Page: 4 of 13 D411212919 9:41 AM i Force F.n1;i1zeclis�� � 2 etinr 717t�, _.. 1°33.1 Rtei�ie jlatd Uri^± _ Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014; Sections 1504.3.2, 1518.9, 1523.5.5.2.4. Product Description: 5V C14mp Root P.anti, 26 Ga. Steel, 24" Coverage, through fastened roof panel over APA Pfyt:uod decking. Non -Structural Applicatloo. Panel Material/Standards: Material. 26 Ga. Steel, A:yTiv! ;"?92 ccate.1 wit?, f!uronon or ars'rwl A653'u90 conforming, to Ronda building Code 20'14 Section 1507A3. yield--5tr=_iigth; Min. Sf.O ksi Corrosion iiesictance: Panal Material shell comaey 1.vith Florida Buiiding Code W14- Section 1507.4.3 Pane! Dimensionts): Thickness: 0,019" anln. Vvidth: 24" Coverage Rib Height: VV major rib Panel Rollforrntr: Roitformer Corp. Panel Fastener: 109 15 x 1-112" 1JVoodrat i%VZac.Head with sealing washing through panel rib. '" m'vr,<mum penetration through plywood Corrosion Resistance! Per Florida 3uilding Code 2014, Section 15€ 6.6, 1517.6 substrate Description: 1) For HVFI•L construction, use 19j32' or greater APA Rated plywood or wood plank. in reroofing thie deck is less.. than 19, 32' mile (min. IS%32") the attachmen, of the decking in no case shall be less than $D annual ring shank nails at 6" O.C. Design of plywood and plywood supports are.oLtside ,he scopeofthis evaluation. Substrate must be designed m accordance wj Florida Ptulding Bode 2014. 2) for Non-HVHZ ipCIkatlonx, use mirz, 1513X'thin:; APA Rated plywood over supports at rnaxlmm V OX.:9esign of ply"and Plywood supports are outside ti3t scope ofthis evaivarion. Subs trate must be designed in accordance wj Fior€da Budding Code 2014. }t1t 11ttiJtpJe f +r STATE OF ; qc aw Aettbas t, ,FPS, �%y1`��. cxsn �r J pHAL �'� t� �7r7Jte 111 St tt June: 16, 2015 From: Freedom Roofers Fax:17722174459 To: ST. LUCIE COUNTY Fax: (772) 462.1576 Page: 5 of 13 04/12/2019 9:41 AM Design Uplift pressures: >_ v l i uY.�c f•�11s;is5i.s`.iits� �, '7essr� 1nr D33o aaavwtL m e Ikwc T3bi.?`:4u Maxtnxrols Total Uplift Design Pressure: iom 04 � 15a.5- Of � PesSec', RI[s 60b.G. J Fastener Pattern Panel Rii; Fast„Nter Saking, tP rJ.£,.. '7esifi ''vrrsixe ina'adcs a szfety Factor = `<.v. Cade Compliance: lke prod;!ct desni0ed rercin. a5 demonstrated CCmolianc f with The Florida Building Code 2014, Section 15643.2, SS1E.9, 1523.6.5.2.4. Evaluation Report Scope; The product evaluation is limited tocempuance:eith the structural i?�frd load requirements of the Florida BititdmL Cede 2014, as relates to Pule 61G20-3, Performance Standards: The croduLt dlascribedl 3tereirs has deraanstrated compliarte with; • TAS 125-03 • UL 590706 • Test for uplift Resistance of Roof Assemblies • U!,1997.04 - Uplift Test for Roof Cov;:ring System,, • TAS 100.95- Test Prow -dare for Mod and W! 0 Driven Rain Resistance Of Discontinuous Reef Systems • TR<i10-00- Acce:. Weathering ASTWI G 155 J Salt Spray ASTM B 117 Reference Data: 1, TA> 125-03! U:. 580•94 i 189 i-sa ;;putt Test . Force Engineering & Tea#ng,. inc, FBC Organization # TjT-5328) Report No. 7.15.0172T-01A-C' 2. TA5100-95 FaPaail t€rglr�eerin &Testln , in- (rBC Organtxation #T'ST16541 Report No. T130.07 Report No,-T21S-IIB 3. TM x10-00:Va:spar SO Upon Coated meta; pare) testirig.. A) ASTIVI'ISS by PRI:Asp ak echtiaWgles dated 10131,12:012 6) ASTPY4r9G 117 ks ?RI ltsphaft Tec:hna'rsgles dated 10/3112012 4. Certifica eoiladependence BY Terrexwec L Wolfe, P-E. (nip, 44923) gym, Farce Engineering & Testing, Inc, (FBC Organization 4 ANE 10: 1920) `t4t1ii1147}tl'dl �tly 4t,G E Ilk l�l f#. 4.4w2ar } �r STATE OF Wit' Ow. PZ a e�A tl Sl • .. , .. �ti yy !lrl�rta3tss` sir. FLA 17796.6 hire 16, 2015 From: Freedom Roofers Fan: 17722174459 To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 6 of 13 04/12/2019 9:41 AM I 'Fortre �r_�:lnessfls( +'�':F'a.:Yin� Ine. - 19,39 3.t„cx:siaa-fax 1)iicc ._ Tr? arv:iis;T:d Tt 33F Test Standard Equivalency: '_. The UL 580-94 test standard it c-qu(valent to the UL 580-06 test standard. 2. The U5.1997-99 test standard is oflUl"..ert to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in amordance with the Florida Building Code and Rule 61620-3,PQS (3) for manui'acturing.under a quality assurance program audited by an approved - quality assurvilcu entity. Minimum Slope Range: 242. Mnirmirn Slope shall somplywith =iflrida'Building Code 2614, including Section'?515,2.2 and in ticCOrdance wit 3 Manufacturers recommendations. far slopes less than 312, fop sealant most. be used in the panel side laps. Installation: Irstaii ner manufacturer's recommended details and RAS 183. Underiayment: per Manuracturar's installation guidelines per Florida Building Code 2014 Section Fire Barrier: K" Georgia, Pacific -Dens Ded ` or approved equal. Shear ilfaphragnu: Shear diaphragm ealues are outside the scope of the report. Design Procedure: Based on the dimensions of the structure, appropriate wind ioatis are determined using Chapter 16 of the Florida Building Code 2914 for roof ciadumg wind loads, these component wind loads for roofcladding are compared to the aiiavable pressure listed above. The desfgn professional shall select the approprtate Erection details to refere=Ice in his drawings for proper fastener attachmenito hisstructure andanaiy,4e: the parielfosteners for.puliout and pullouer. _suppo t framing Must be in mrnotance, With tlorida-Building Code 2014 ' Test. Reports are owned by Ooaslai Metal PoCfing. Inc. woestal Nld4�:! Roofing, ins. gives the above mar',ufacturer permision to use these Yost reports. FI.917796.6 June 16.2015 &V CRIVIP EXPOSED FAZTENFR SYSTEM MEMORAW sukMr#?.UcTvRe 12- O.C. IMAIN FIELD 6"O.0VERHMiETER MAMMAL L—MMK5 —oi WIN A 7,a $ML cu" mi WE ala=��z FML MTrT3ll.ZPLW SZRVI(XS PA", QtWT AW WOMA, `L%�"tC$Et Y3�fl j7 ~j� ♦ PY EY.449 kOL+ FtNtMR CORP, C2f WOR r. 2h 1,01t4 )� ��:ritrr� t1���i•. :_ s. ,t Rat' t: Ick Mo l-leer rat For, c 4" Cr_;ver'a c.ip_ Not , All Radii 0.05 C.S For` 24, z i fir 7. t ce�lter Rib 6¢ti 1 Uncle tao Rib— TYPICAL DETAILS RIDGE 0 oUralas W, �MWIROOP OF RIOGE olft PECK ROGt OVER WOOD OtCK Hid TMI ftp P2Mmt% 21' ftom 4enfeir Oip o"1411w, $ %,I I S It it I , E EF t No.4492 lO 6..2015 yT 9 `Ji{{i QfJJAiJJf� eetaotihJWa y�Cf-� 4�Gi:ltiS�;:{�^ C� NO.44 �Z n ` j' a 305' VEt". Rill SHEET IN VALLCY °tljrJJJtrJa•` June 16, 2015 � rr1 BU'1`i 7AF£ [--,4 k 1 tf4 h-g! 1ifemgi R (5 ?Lk PINELI t5f32- FLYef^..W SITYAh.fNG [gy INSIDE 11u0SUK —• S'M P Wy LJRETHAfC FLAfffiS:G [VALLEY ENQi.AP a' wo.] ^..••~.••—•••••..—,.�k'�2V%Yn. 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