Loading...
HomeMy WebLinkAboutEVALUATION REPORTIV 0hhhAl T SCANNSD BY St. Lucl . e COunty NEMO I etc. c,ripoote olAutbarbotim #32455 353 Christian Street, Unit #13 Oxford, Cr 06478 (203) 262-9245 ENGINEER EVAULIATE TESr LIONSULT ucni mri EVALUATION REPORT Evaluation Report Pi2060.02.09-R24 POWass USA, Inc. FL5259-R28 1211 West Newport Center Drive Date of Issuance: OZ/24/ZC09 Deerfield Beach, FIL 33442 Revision 24:01/24/2018 (954) Z33-WO SCOPE: This Evaluation Report is Issued under Rule 61620-3 and the applicable rules and regulations governing the use of construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the e Edition (ZD11) Florida Building Code sections noted herein. DESCRIFWN: polyglass Roof Underlayments LAamme: Labeling shall he In accordance with the requirements the Accredited Quality Assurance Agency noted herein. coNnNuED CompuANcE* This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nleminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a Complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVIEFTY"EN'r The Evaluation Report number preceded by the words ONEMolett Evaluatecr may be displayed In advertising literature. If any portion of the Evaluation Report is displayed, then It shall be done In its entirety. INSPEMON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for Inspection at the job site at the request of the Building official. This Evaluation Report consists of pages I through 14. Prepared by: Robert J.M. Klendnen, P.E. FloddaRegbstrodon No. 59166, Rodda DC4 ANE1983 TheratsImile seal appearing wasauthorked by Robert NiernInen. P.EmOIA4/2018. Thb don notsme Man electIMICBRY slirned domment. CERTIFICATION OF INDOW11MM 1. NEMO I atc. does not have, nor does It Intend to acquire or will it acquire, a financial interest In any company manufacturing Or distributing products It evaluates. 2. NEMOl etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nlemlnen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nlemlnen, P.F- does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product. S. This Is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. fONEMOIetc- ROMlWCowoNwEvAwA1K)N: 1. SCOPE- 0 Product Calegorill Roofing SuM:B�- Undertayment st th compliance Statement* Rod Unded&Vmerm, as produced by Polvaless USA, Inc., have demon rated compliance with a following sections of the e Edition M17) Florida Building Code through testing In accordance with the following Standards. Compliance Is subject to the Installation Requirements and Urnitations / Conditions of Use set forth herein. 2. STANDARM YM pctlon Property VAnd uplift standard FM 4474 2011 2012 IM3.1 1513143.1 Wind Uplift UL INI ASTM D226 2009 15137.2.3 1%7.1.1 physical Properties physical Properties ASTM D1970 2015 1507.L4 1507.1.1,1507-L9.2 Physical Properties FRSAIMI April 2012 2012 IM7.3.3 1507.11.2 physical Properties ASTM D6164 ASTM D6222 2021 2021 ISOML2 physical Properties Acceierated Weatherins ASTM D4798 2011 TAS 120 3. REFERENCES: RefMnC9 Date Entltv FM Approvals CM 1867) —BABILMIAMSOM Vyind Uplift 3004092 PRID1111 02/IV2000 04/08/2002 PHI ITST 5878) physical Properties Physical Properties PUSA-005-02-01 OIAIM02 PHI (W 5578) PHI (W 5878) physical Properties PUSA-023-02-01 PUSA-01342-02 IV23/2002 22/23/M PHI (W SM) physical Properties Physical Propertles pUSA,023-02-03 12/23/2002 PRI(MSM) PRI(M 5878) Physical Properties PUSX-01M-01 PUSA-02842-01 CF7/14/2003 07113/2= PHI (M 51176) PhysICAProperfies physical Properties PUSA-033-02-01 OIJ22/20DS PHI (M 5976) PHI (M 5878) physical Properties P US"35-02-01 PUSA-055-02-M 09/29/ZOG6 22110/2W7 PHI CM 5678) physical Properties Physical Properties PUSA-051-02-02 01/28/200 PHI (M 5676) PRIMSM) Physical Properties PUSA�M6-02-01 PUSA-0042-M 02t22/2006 04/24/200111 PHI CM 5878) PhysicalPropertles Physical Properties PUSA-M�-M (F7/29/200 PHI (W 5878) MTI M7 25M) Physical ProPettlOs J)(ZOH7A RWEBA 041DInGOB 01M/2009 MT1 UST 2508) physical Properties Physical Properties 11752.09-99-1 OZ/01112000 ERD CM 6049) ERD (W GM) Wind Uplift 11757M.01-1 08/13/2001 01116/2003 ERD (W 60") wind Uplift 11776.06.02 02200.07.03 07114/2003 ERD(176049) physical Properties mnd Uplift P1740.01-07 01104/2007 EPJ) (M 6049) ERD (TST 6049) Physical Properties P5110BUM 04/12/2WI 03/21/2008 ERD CIST GD49) wind Uplift physical Properties P926D.0348 PIMSOMM 08/1312W9 Elio CMT 6D49) ERD (W 6049) Wind Uplift p30540.1149-Itt 12A012009 JIM/2009 ERD (M 6049) Physical Properties P11030AL09-1 P11030.11.09-2 11130/2" ERD CM 6049) Wnd Uplift Physical Properties plID30.11.09-3 12/30/2009 ERD CMT 6049) ERD MT 6049) Physical properties P33360.06-W 06/25/2010 0310=011 ERO (IST 6M9) Physical Properties P33370.03.11 P33370.04.11 04/2612011 ERID (M 6049) Physical Properties Physical Properties P3730D.10.11 10/19/2011 ERD (W 6049) Evaluation PAWd PMW 02 09-M NEMOEMUJM OnOMCfAVOWILMOMM455 0 EDMON C=7) FBC Ho"M EVALUMON Rod UndiffIVIROSK"; (954) 233-1230 FL5259-M ReMon 2OL' Olrh412018 P*&n page 2 or 24 NMI. R. --:I- ONEMOletC- Entft P40390.01142-2 Daft 08/0612012 ERD (W 049) physkaj properties physical properties P40390.011.12-2 08/07/2012 09/11/2012 EW(WW49) ERD (TST 6049) physical properties C4142o.09.12-3 P39680MA3 03/04/2013 ERD (W SM) wind uplift physical Properties P45370.04.13 04/2612013 04/29/2m3 ERD (M 6049) ERD (TST 6049) wind uplift P173&02.07-R2 11757.D4.01-1-Rl 04/30/2013 ERD (M 6D49) wind Uplift wind uplift P41630.M13 as/06/2013 11/26/2013 ERD (W 6(349) ERD (TST 6D49) wind Uplift Pu7sLos.03-RI P1178LI1.03-RI 12/26/2013 ERD (TST 6049) Wind Uplift Physical Properties P45270.05.14 CSIIW024 09/08/2014 ERID PT 6049) ERD tW 6049) Physical Properties 6020.07.14-1 6020.09-14-2 09/08/2014 ERD (W 6049) physical Properties physical Properties 6M.09.14-3 09/0812014 09/DW2014 ERD (W 1019) ERD (W 6049) Physical Preperdes. 6020.09.14,4 602OA9.14-5 09/08/2014 ERD (`W 6049) Physical Properties Physical Properties 6020.09.14-6 09/08/2014 10/03/2014 ERD (TST GOO) ERD (W 6"9) physical Properties P46520-10.14 P43290.10.14 10/17/2014 ERD CW 6049) Physical Properties Physical Properties PLYG-SC7550.03.15 03/24/2015 04/03/2015 ERD MT 6D49) ERD PT 6049) Physical Properties P40390.091,15 p44360-W.14-ftl OS/18/2ms ERD OW W49) Physical Properties phocal Properties PLYG-SCROM05.15-1 0512012015 05/1712026 ERD (TST 6049) ERD (W 6049) Wind Uplift PLYG.SCBM.05.16�1 pLyr.-SCMO.07.16 07/16/2016 ERD(TST6W9) Physical Properties pLY&SC12025-10-16 2CA2/2016 OLD (W 6049) wind UplIft Physical Properties PLYG-%13OW2-16 2Z/27/2016 03/10/2017 ERD (W 049) ERD UST 6049) Physical Properties pLyG-SCjj9O(XO3-17 pLyG-SMIIS.08.17 0810812017 ERD (M 6G49) Physical Properties IBC compliance ESR-1697 12/01/2014 01=OLS ICC-ES (EVL 2396) Miami -Dade (CER 1S92) HVNz compliance NOA 24-M7-09 ProductsCurrent 02/18/2009 Polyglass USA Manufacturing Affidavit P/L Affidavit mule -Hide Cross L%9 03/01/2WB 08/1812011 PoW= USA materiab Affidavit polyst[&SALCampound Exp.10/05/2018 po"lim USA Quality control service confirmation uL. LLr— (QuA96251 4. PRODUCrDESOUVnON: I A, rAPeh2nicWhr Fastened unceruwnmu" 4.1.1 Fjastobase IS a nDergia5s mill-11 . SBS modified bitumen base sheet. 4.1.2 Elastobasa P Is a PoWer_Teinforced, SBS modified bftumen base sheet. 4.1.3 POWass GZ BOW is a fiber0ass-reinfOrced, asphaltic base sheirt- App Besse Is a fiberglass-relOfOrced, APP modified bitumen base sheet. 4.2A polygess; Ll . Seffwnenngusvu�y-- ;. i� ;i� �! � � ......... j;;Wed -asphalt waterproofing membrane, glass tomin rub 4.2.1 poWdt MTS or POW& M7S PLUS Is a. fiber d rfaced with polyolennic film surface, meets FRWMI April 2012- E9O1XC0.s_u ng membrane, glass fiber reinforced, with an 60.mll thick rubberized asphalt wateMrcOfl 4.2.<:�P Sd I .�O1VWcdkt IRAte lbs �anam �l D1970. a roofing membrane, glass fiber reinforced, with a 4.2.3 pollystick TU Plus Is a nominal sG-m1I thick rubberized asphalt waterP polyester fabric surface, meetsASTM D2970 and FRSAtM April 2012. eviduation Report P12060.02M-R24 NEW EM UC- dw MITION (2017) FBC NON4jyHZ EVAUJATIO" FLS259-R28 Q,tF,M1TA10WrJkOSW#32455 Revision 24� 02/24/2072 Poialas RoOlUnderINVITIOM OM) 231-Mo pap 3 of 14 ONEMOjeft- 4.2 . .4 polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/Polyrester reinforced, with a granular surface; meets FRSAIM April 2012. roofing membrane with a 190 91m' Polyester 4.2.5 polystick Tu Max Is a nominal 60-mil thick rubberized asphalt waterp fabric surface; meets ASTM D1970 and FRSAJTRI April 2012. 4.2.6 po"ex SAp' polyflex SAP FR, mu"Ide SA-APP cap sheet and mule-Mida SA-APIP Cap Sheet (FR) are polyester . reinforced, APP modified bitumen cap sheets, meet FRSAfTRl April 2012. 4.2.7 polystick Dual Prom is a nominal 60-mil thick dual -layer rubberized asphalt waterprocifing membrane, fiberglass reinforced, with a polyester fabric surface, meets ASTM D1970. d asphalt waterproofing membrane, fiberglass 42.8 poWck Tile Pra7w is a nominal 60-mil thick dual -layer rubberize reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSAjFMI April 2012. 4.2.9 PoWick mU-X is a nominal S4-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface, meets AC188 and physical requirements of ASTM D1970 (See Section S-8). 14.3 Mi.. edcfianlcafll� F a,,st.a.ried and/or lionded Underlayments: — '; f a sand -surfaced SBS it C Ose 7'' relnfo Ned bitumen tile uncliiiiaayme;7��M117s;; 4.3.1 Elastollex G 111.1 is a polyester rced, inot an top -side. Elastaftex 6 TU is for use as an modified bitumen back -side and granule -surfaced APP modified b1turn alternate to 0MIneral Surface Roll Roofing' (ASTM D6380, class M) in the single Ply Systee from FRSAfrRI April 2012 (o4-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheer In the oTwo Ply system" from FRSAITRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 El9stoflex 36 G and Etastollex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastollex 56 6 and Elastallex S6 6 FR are for use as an alternate to 0MIneral Surface Roll Roofinir JASTM D6380, Class M) in the 'Single Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 6 is for use as an alternate to Hot Asphalt applied Tap Sheer In the &Two Ply Systern' from FRSAITRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastaflex S6 6 FR is for use as an alternate to Hot Asphalt applied ffCap Sheer in the ffTwO Ply SYsterriff from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. filed bitumen cap sheets, meet ASTM D6222. 4.3.3 Polyflex 6 and polyflex G FIR are polyester reinforced, APP mad he *11WO ply Systern" from FRSAtrRl April 2012 Polyflex 6 is for use as an alternate to Heat Applied wCap Sheer In t (04-12) beneath mechanically fastened or adhered tile roof systerns. Polyflex G FR is for use as an alternate to Heat Applied 0CaP Sheer in the OTWO Ply System" from FRsAfTR1 April 2012 (04-12) beneath mechanically fastened tile roof systems. S. LimirATion er NEW I etc. nor Robert Nlemlnen, P.E. are, In any way, the Designer of S.1 This Is a building code evaluation. Nelth Record for any project an which this Evaluation Report, or previous versions thereof, is/was used for permitting OF design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use In the HVHZ. ffent Approved Roofing Materials Directory for fire 5.3 Fire Classification Is not part of this Evaluation Report; refer to cu ratings of this product. with any prepared roof cover where the product is specifically referenced 5.4 Polyglass Roof Underlayments may be used within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined With supporting data for the prepared roof covering. EnWation Report PMW.OZA9" NEMO EM LLC- EDMON (21117) FBC jjON4nna EWALUATION F15259aU (9M) 233-IM RevWm 24, OV24/201B P290 4 of 14 Fill Mwww — S.S 'I- POOFOOMOPTIONS . AsphlItS111011105 pa"nMIC FosM4)nTft Mew und calrymnt yes yes Mastabue Yes pj=9wftIn2 WAIRS) yes YES Yes Ejaitdbase P Yes jamshedW-w I %�In Yes yes NO powassG22M No sgftt'�M� Iam~1n2-W POWOMAPPBase No Yes yes M=ShMtn2-* No Yes ck 0wr Yes yes No NO No No IR-Xe Yes y Yes (See 5.5.2) No P,MWVSM*Tu P No Yes Yes (Ste 5.5-11 yes pdyswfta-ru Pkzs Yes Yes ves (see S.SA) yes pdtp;IkkW LUx No No Yes p,tysft Dual Pro yes Yes POWWOCITnIepro Yes Id yes ONEMOJIBM yes Yes yes No No Nyes No No Yes yes yes yes No No Yes Yes No No yes yes Yes Yes V_ yes Mul"WeSAA"Gall heet Yes es (see $5.2) No 4tW _____T__1 or"MPSheall I =YeS Yes 55.1 -Foam-On Tile is limited to use of the follovAng APPTOved tile adhesives underlaVmervt combinations. 07 ne'l"cI Mffldm Produd Underlayments Adhesivo Ap I 4 DAp Foam rouch'n Seal StOrmBOnd Roof Se Foa T=� tomft"d FLI 6 poWjc* TU plus, pOjys&kTWU Maxx Tile Mhessive W PJA POWUck p, polysftTU plus, poWpex SAP orTile Pro 0 oi� DwWeB e Dow THeBone FL22525 �g p0hW& p, polystick TU plus, Polystick TU hilax, PoWckMe Pro, W aWMM Ohstl' 8aSSG ft a FR, 6 TU, EL�IsWflex% 6, PO"exG, PoWex SAF' PoWex SA Cap ICP Adhesives Polysee AM-160 VAd esives FL6332 Shaet"MW Mu:L—Hlde!;A_App Cap Sheet or Mul"Ide SA.APP Cap Sheet (Fit) �p OF 'Powck —;�� plur&� -Tru max. PowsftTae Pro, P POW&� us�ft poWckTU p, PoWWckTU 6�M _ . at G, POIAM SAP, FoWflex SA C3p FR, Elast*flex 6 TLI, Elastaflex 56 C3, P131A I ICP Adhesives PoNset' RTA-1 FL6276 I u.,,"Id& SA.App Cap Sheet or muleHIde SA-APP Cap � aet �(FR) I jtl�w to Tyle Monupctufres orwhe" Manufactumes Raddo Pmductilppmmlf" Ovattufflft MomentResistancePe*=11M Evahation Repoft P=60.02494124 FL52594123 NEMO EM LLC- sm EDITION (ZojLT) Fsc NOM4MQ EVALUATION RVASID11 24: 01124AM P*&M Rod Und,,wimeneg (954) 233-WO P&PS0114 4" 17NEMOletc. 5.6 M 1w a bLe S uba I'M & 5.6.1 _Dheq-_BaLdAo_Q_eSk,. Ca eat or SA-APP Cap Sheet poWIck (all variations), Dual Pro, Tile Pro, PoWflpx SAP or SAP Fit, Mule -Hide SA-APP PSh (FR) self -adhered to: ASTM > New untreated plywood; ASTIVI D41 primed new untreated plywood; Existing plywood; D41 primed o3dStIng plywood; New or eyjsdng, unprimed OSB; ASTM D41 primed C1SB,* southern Yellow Pine, ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods wZIP SYStern' Panels (designed and installed to meet wind loads for project). Note: polygloss does not require priming of new or'eKLsdng Plywood Or OSO sheathing. New or existing plywood or aSS sheathing should be cleaned of all dirt and debris prior to application Of Putystick membranes. Elastoflex G TU, Elastaflex SIS G or Elastoflex S6 6 PR In hot asphalt to' > ASTIVI D41 primed structural concrete. polyflex G or Polyflex G Fit torch -applied to: > ASTM D41 primed structural concrete. 5.6.2 Bond-10-1051114110, Potwick (all variations), po"ex SAP or SAP Fit, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: nurate-cOMPOSK113 insulation; Dens Deck > ASTM C1289, Type 11, Class I polyisocVanurate or Type V P0IYIsOLYa DuraGuard; Dens Deck prime, or SEaJROCK Gypsum-hber Roof Board. Elastaflex G TU, Elastoflex SIS G or Elast0flex S5 6 FR in hot asphalt to: > Dens Deck Prime or SECUROCK Gypsum-+lber Roof Board. Polyflex G or polyflex G FR torch -applied to: > ASTM D41 primed structural concrete', Dens Deck prime or SECUROCK Gypsum -Fiber Roof Board. For Installation under mechanically attached -prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturees Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and Installed based an testing of the Insulation/underlayment system in accordance with FBC Section 1504.3.1. Base Lx� 5.6.3 joend �t.Mec IAIERIIAMS�hu r: -APP Cap Sheet (FR) Dual Pro or _ FR, Mule -Hide SA-APP Ca Sheet or SA Polystick (all variations), po"ex SAP or SAP 1P Tile Pro self -adhered to: P- ASTM D226, Type I Or 11 felt, Elasiobase; Elestobase P or Mule-HIde Nall Base. Elasbafiex G TU, Elastoflex S6 G or Elastaflex s6 G FR in hot asphalt to' > ASTIVI D226, Type I or 11 felt: Elastobase, Elastobase p, Mule -Hide Nail Base or POIVZIas5 G2 Base- Polyflex 6 or Polyflex G FR torch -applied to: lWass G2 Base or poilygiass APP Base. > Elastobase: Elastabase P, Mule-lilde Nall Base, PO For Installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum bass layer shall be attached per minimum codified requirements. For installations under fbam-on tits systems, or as tested In requirements of FRSAfM April 2012 (04-12). Appendlit A, Table 1, or as listed In SectlOn S.6A herein, accordance with FBC Section 150C3-1' 121011-11011 Repft 1012OWAZA94ail FLU594US 11111110 M 11C EDMON (ZO1711 FRC 1101414nrict EVALUA'naN sixiiianm-OV01110's pW00RodUdWW0UVtrJ9S4)233-U" pap6014 WNEMOletc. in a FRSAJTRI April 2032 (04-12) does not 5.6.4 d R U e la 2111U�� tile Systems, where the underjayment zlmau� ms beneath IFOOM-On address wind uplift resistance OF all underlayment sYste form part of the load -path. The following wind uplift limitations apply to underlayment-systerm that are not addressed In FRSA/TRl Aprll 2012 (04-321 and are used in foam -on idle applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504-9 has already been applied). Refer to FRSAJTRI April 2D12 (D4- 12), Appendix A, Table 1A or F&C 1609 for determination of design wind loads. #1 Ma_,d_1MKM_Q_eS_19!1_PMWff,=-'2P R*-' tymairingiuristildlon. Dacia. MIrL 15/324nch plywood to meet project requirements to satisfaction of Authod Primer. None Base Ply: (optional) polysft MTS or Poilystick MTS PLUS, setf-adhered. po"ex SAP FR. muL-Kide SA.APP Cap Sheet and Underlaymeffla PoWckTU p, poilyW&TU plus, poIVsddTU May, po"ex SAP, Mule4jide SA-App Cap Sheet (FR), self -adhered. #2 MMinun DV ssure = 7 satisfaction of Authority HaWng Jurisdiction. Deck: Min. 15/324nch plywood to meet project requirementsto Primer pGiOO or ASTM D42 (optional) polvs" MTS or polystick: MTS PLUS, self -adhered. Base PIT. PoWstick TU Max, Polyflex SAP, Po" -ex SAP FR, Mule-HWe SA-APP cap Sheet and UnderlaYment POIYslid TU p, polysftTU Plus, p side laps using 22 P- x Mule -Hide SA-App Cap Sheet (FR), se"hered and bad -nailed within the saNedge-ed I)r ring shank nails through 32 ga., I_S1r diameter tin caps spaced 124nch ii.c. #3 M@xiMuMQesk1E l3sVure---!10�5-:. seddeation of Authority Having jurisdiction. : meet project requirementsto Dacia Min. 1SI324nch plywood to Primer WO-3000 Base Ply! (optional) poilystick MTS or Polystick MTS PLUS, self -adhered. Mule -Hide SA-APP Cap Sheet and Undedayment: potr,,dekTU p, poW&TU Plus, poitystick TU Max, poNilex SAp, po"a SAP FR, 12 ga. x Mule4lide SA.App cap Sheet LFR), seff-adhered and back -wiled within the seiv�dge side laps using 13C ringshank naffsthrough 32 Be, I-S/80 diameter tin caps spaced 224nch o.c. #4 KaAnu �Di n �ssue -�23�- Dacia Min. 151324ruh ptpwd to meet project re�ulrements to sat1dection of Authority Having Jurisdiction. Primer (Optional) PGJOo orASTM D41 (Optional) polystick NITS or Polystick MTS PLUS, self -adhered. Base Ply. ex sA-V over all plywood joints. Joinw. Min. 4-Inch wide strips of Elastoff Polvsdck TU Max, polyff" SAP, pohAex SAP FR, Mule -Hide SA-APP Cap Sheet and Underlaymenta poilystIck TU p, poilystick TU Plus, mLd&Hlde SA-W Cap Sheet (FR), self -adhered. MMMjiaR01W&re �re-_-3 �- satisfaction of Authority Hinring Jurisdictlom Deck: Structural concrete to meet project requIrementsto, Primer PG1ODorASTMD41 itionall polystick MIS of polystick MTS PLUS, self -adhered. SA -AP Base Ply: 10; jus polygdd TU Max Tile PM, Polyflex SAP, POWlex SAP FIL Mol"'de P Cap Underlayment:polVsttckTUP,POWCkTUPI I Sheet and Mule-Hlde SA-APP Cap Sheet (FR), se"hered. #6 Maidaurn Dtslini Lftss- �; Cdon. Deck: Structural concrateto meet project requirementstO satisfaction of AutharhyHavingiuillsdi Primer. pGloo or ASTM 041 Undedayment: Elastaffa G TU or Etastoflex S6 6, applied In full mopping of hot asphalt or Polyflex G. torch -applied. #7 MMJMWLD_eSIW _PrMe_sMsu_�e_--1LQ-W—*. Ded: project requirements to satisfaction of AuthoriftyKavingiurisifiction. MIrL 151324nch OSB W meet Base Sheet: Elastobase or Mul&Hide Nall Base 1polif-film top surface) 11 gii. x L2S-Inch long x 14nch head diameter round metal cap nails ggered center rows. Fastenallia side laps and 64nch O.C. Rt two (2) equallY spaced sta Spacing* 64nch Ox_ at the 34nch wide pLus, self -adhered. Base PW polynex SAp. poWex SAP FR, (Optlawil PoWd MTS or patystick MTS Mule -Hide SA-App Cap Sheet and Underlayment; Polystick TU p, polystick TU plus, Polysdd TU Max mui"Ide SAAPP Cap Sheet (FR), self -adhered. Evaluation Report P12060.02MV0 P.Szsg4tzl NEMO EM U.C. OuWm 0 Cir AU ft It W" 032455 d' EDITION Jzn7) FBC NON41VICE EVALUATION R"Won 24: MA4/2011 pohnilim Root unisortaymurs: (954) 233-2230 1 pap7ofl' I 4" NUNEMOWC- P satisfaction of Authority HI Jurisdiction #8 ��M�Mlm �IS132-4%:PWWOW tomeat pwiect requirements to Dect Sese Sheet Elastobase or Mule-Kide Nall Owe (POW-fil"n top surface) s nails J1 ga. x L25I long x 14mch head diameter round metal cal Fastenem , wide side hips and 64nCh O.C. at two (2) equally spaced staggered center rows' Spacing. 64nch ox- at the 34Bct tf�adhered. ed) polystick M5 of polock MYS PLUS, se Pjyfla SAP K Mu"Ide SA-APP Cap Sheat and Base PW: (Optlof ck TU p, poWstickTu Plus, POWsddsTLj May, poWna SAP, Underivinnenr P0101 mule -Hide SAAPP Cap Sheet (FR)' SeWadhered- #9 MgndMUMDest P!r!e re�- 7 Tisdlcdon' satisfaction of Authority HaVinlilu requirements to Declo Min. 19/324nch plywood to meet Prolect Base'Sheet.. one (1) or We (2) layers ASTM 0226, Type 11 felt x L254nch long x 14nch head diameter round metal cap 1181ts stag center rows - Fasteners: two ered Spadng: 1,2,,ga,, .... atthe 3-Inch wide side laps and 124nch Ox- at (2) equally spaced Undertayment Elaftflex G TU or Elastofiel% G, applied In full MOPPIA9 Of hot asphalt Me r u -45 ng Jurisdiction. #10 jijljn�l F! �t requirements to satisfaction of Authority HaVI Deck: Min. 29/32_lnch plywood to meet PrOlect Base Sheet: One (11 jayer AVM D226, Type III felt nk roofing nails at I.S/84nch diameter tin Caps Fasteners: , x L254nch x 3/84nch head diameter annular rIng she, (2) equally spaced staggered center rows - Spacing. 1411ngc; Ox- at the 2-lach wide side laps and 44ftch O-c- at twC MTS pWI self -adhered. (optional; for use with self -adhering undedaYment Only) poWdck MTS or POWW& Sheetand one PIV: stick TU p. polVsdck TU plus, polystick YU May. Polyflex SAP, Po"ex SAP Fit, MUL-HWO SWP Cap Underlayment-'POW , seffadhered or rJastoflex 6 TLI, applied In full mopping of hot asphalt. Mule -Hide SA-APP UP Sheet (Fit) M ifflu nasigityramure-45p—W: satisfaction of Authority Having jurisdiction. ax --m- - . "Ood to meet project requirements to Dea' Min. 19/324nch P diameter tin caps Base Sheet Two (2) layers ASTM D226, Type It felt Ing shank Twfing nails at 1-5/84och Fasteners. is xL7-s-Inch tons X 3/8-Inch head diameter annular III ro 12) equally Spaced staggered center VOWL Spacing: 1911'r:; O.r_ at the 24nch wide side laps and 94nch Ox- at VA TS PWS, self -adhered. a with seR-adhering underlayme"t Only) polystick MrS or POWSVICIC M Basepw. (Optional; for US at SAP, po"ex SAP Fit, Mul"Ide SA-APP Cap Sheet and yWckTU p, po"ckTU Plus polyetkis TU May. PoIVfk mopping of hot Underlayment POI ;j. self -adhered or ElastofleX G TU or Elastullex S6 G, applied in full Mule -Hide SA-APP Cap Sheet IF asphalt. #12 MaXIMUMPesl �Pue--45 led requirerneftu to satisfaction of Authority HavingJurlsdIC110n. Deck: Min. 15/324nch plywood to meet Pro pplied Cap or poly-filro SUrP" for t3rch-applied cap) Base Sheet BaStObase (sanded top surface for hot-wPhalt Or t0sch-a Fasts"M Sump," MAxX Cap Fastene M side laps and 184neh or_ at two (2) equally spaced staggared center rows. Spacing: 9.Inch o,c. at the 24nch wide! 6, torchapplied. Underlaymeall EI G TLI or fiestottax 56 G. applied in full mopping of hot asphalt Or POWff"` ass .5 #13 majun�ua I P�,!!--' - L� ect requirements to Satisfaclions of AuthOritV Having Jur"CdOn Deck: Min 151324nch plywood to meet Pr011 cap or POW -film surface for torch-appilled cap) Base Sheet FJ3 Wb�� (sanded top surface for Indt-asiphatt Or tOrch-applied Fasteners: Simplex MAXIE Cap Fasteners laps and 12-inch O-c- at two (2) equally spaced stWTed center m"L 94nch O.c. at the 2-Inchwhie side Spacing. G, applied In full mopping of hot asphalt Or POWflex GI tord"pplled' Underlayment Elassofiest G TU or El&ftflex S6 1114 M_aI J re -5"- - 4M DaSIP U� rements sla FA cd 75 vt Prolect raqul tosatj ctionolAuthoftli ngJudSdi on. Deck: Min. JLS/324nch PWWOOd to me" Base Sheet: lElaswbase or Mule -Hide Nall Base (POW --film top surface) Fasteftenst simplaxoriginal Cap Nails V paced stagg red 164nch O.Q atthe 3-Inch wide side laps and 64nch O.c. at four (4) equall s a center rows' Spacing. (Options,) POWdIck MTS or polystick MTS PLUS, self -adhered. Base Plr- Polyflex SAF, polyflex SAP Fit, Mule -Hide SA-APP COP Shatt and Undes,aVasent poWock TU p, potystick TU Plus. POWck TU Me& Mule4lide SA-APP Cap Shea (Fit), seff-adhared. EvaWIMOB Report pIM020412 FL525940 NEMO EM LLC- e EDITION J2017) Fac NOWWR EI Revision m- MAV= ONOI al'Auftd-dw 132M P*Juss pAd undodairsoents: r6411 233-WO paPBOfj 4" 17NEMOletc. fts jgglnumonWarefau �=-� pmjm requirements to setwfaction at Authority Having Jurisdiction. Dedc Ml% 25/324nch Plywood to meet led ca or tochapplied cap Of POIY'film surface for tordn aPP' P) Base Sheet: Elostobase (sanded top surface for hat -asphalt Fasteners: Simplax Original Cap N811s paced st�ggered nter Spacing: 64nch o.c. at the 34ftch wide side laps and 6-Inch ox— at four (4) equally S ce rows' hot asphalt or Polyflex G, t0rd"PlPiled- Underlayment: Etastaflex G TU or Elastaflex S6 G, applied In full mapping of #16 cap) Pricaps EMB999ig #17 Mag �VQe I LPre!�u T — - ts to satisfaction of Authority Having Jurisdiction. Min. 19/32-4nch plywood to meet project requiremen for torch -applied cap) Deck: ged cap of poly -film surface Base Sheet: Elastobase (sanded top surface for hot-asphak ortorch-app Fasteners: OMG #12 Standard Rooligtip with OMG Flat Bottom Metal Plates side laps and 12-Inch C.C. at two (2) equally spaced staggered center rows. Spacing: 12-Inch o.c. at the 44ach wide Underlaymerd: Elastaftex G TU or ElastafleX S6 6, applied in full mopping of hat asphalt or po"ex G, torch -applied. #18 PS E5599999Eiiii:: torch - applied. #19 Maxim mftslg!�- irements to satisfaction of Authority Having Jurisdiction. DeclL Min. 15/32-InCh PIYwOOO TO m=1 F- ppgcd underlayment) Ford" BM Sheet: Polirglas G2 Base or Potirglam APP Base (requires use of Max OMG #14 HD with 0MG r Galvalume Steel plates, OMG RoofEdP #14 with Cap Fasteners. DeWast 814 with DekW Plates' p OMG Flat Bottom plates (AccuTrac), Trubst HD with Trulast 34nch insulation Plates of Sim lax MAXX Fasteners IV paced staggered center rows. Spadrw. 104nch o.c. at the 4-inch wide side laps and 10minch o-c- atthree 13) equal s OF torch -applied or Po"ex G, torch - undertaymeft Elast0flex G TU or Elastoflax S6 G, applied In full mopping of hat asphalt applied. #20 mmimurn De—slM PmWie I entsto satisfaction of Authority Havingiurisdictlon. . Deck Min. 15/324nch plywood to meet project requ rem fb 'rch-a ledcap) -film surface tiO PPI Base Sheet: Elastabase (sanded top surface for hot -asphalt of tomh-aPPlied cap or poly Fasteners: Simplex MAID( Cap Fasteners Spacing: 6-inch ox- at the 24neh wide side laps and 6-Inch ox- at two (2i equally spaced staggered center rows. of hot asphalt or polyflex G, torch -applied. Underlayment: Elastallex G TU or Elastofiex s6 G, applied in full mapping #21 u urn 121IAn� rkgJudsdkUcn- Min Project requirements to satisfaction of Authority Haul 1:5/324r4h P -uphattortarch-appUed cap orpoly-film surface fortarch-applied cap) hot Base Sheet: Ise isande=�Xc=r Clas OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with 0MG r Round Metal Plates or OMG Flat Bottom Metal Fasteners. Plates 6-Inch o.c. at the 44nch wide side laps and 6-Inch o.c. at three (3) equally spaced staggered center rows. Spacing: Underlaymer&. Elastaftex G TU or Elasicyliax 56 G, applied In full mopping of hot asphalt or Polyflex G, tcfd"PPIled- #22 urn De g �Pe; U IngJurWcdOft- 15 nemsto satisfaction of Authority Ha' 1513�24nMplry== %a M=L FgWj�% Min. Base Sheet: EWst*M (sanded top surface) #14 MD with Trulast r Metal Insulation Plates DP orTnulest Fasteners: Whist #12 Ily spaced ered ce r rows. 4-Inch wide side laps and 64nch ox- at three (3) aqua staU "he Spacing: 64nch oc. at the Underlayment: E lastaflex G TU or Elaftflex S6 G, applied In full mapping of hat asphalt Evaluation ROOM pMWMA94%2 FLS259-R2 L MEMO EM I.I.C. e EDITION (Z017) FBC NON41VIC EVALUATION Revision 24k OIA41202 anFcnWCfAU&WW&CdW polUbno Root UndmIgymants; (954) 2334= Page 9 of I ONEMOletC- Iction. #23 MG Rooftdp #14 Whill r 5101131" WAXK Cap er rows. or P&ACX 61 torch� applietL liavingju"cdon. rIeMre n of Authority #24 —Ma—imum Aeftld�— 4nCb plywood to meet Prolectreciul"amentsto setisfactio Deck: Min. 19/32 am Sheet: Elastolbase or Mule�Hhle Nall Base (poly -film top surfam)shank reefing nails at 1.5/11-inch diametertincePs Fasteners: 11 ga. x 1154mh x 3/84rch head diameter annular ring (4) equally spaced staggered center rows. Spacing-. 44nch 0 C. at the 44nch wide side laps and 44nch O-Q at four - gck MTS or polyvUck MYS PLUS, self-adhefed. le_Hlde SA_App Cap Sheet and Base Fly. (optional) POW , PoWr UnderlaVment'. poloockTU p, poWckTU Plus k TU Max, PoWft SAP, poVflex SAP FR, Mu Mule -Hide WAPP cap Sheet tFR), self -adhered. linlijudscliction. Maxi ur #25 ject requIrementstO satisfaction of Authority Hal torch -applied cap) Deck: Min. 15/324nch PNvJOOd to meet Pro Base Sheet. FJastobase (sanded top surface for hotasphalt or torch-aPPIled cap or po"m surface for Fasteners: S1mpIexMWCapFastenes -inch O-c- at three (3) equally spaced staggered center rows- .h 04 atthe 24nch wide side laps and 6 Spacing. 6-Inc G TU or Elastoflex SIS IG , applied In full mopping of hot -asphalt or Polyflel G. tOrchPP"'d* underlayment: LlastOfiel ngiurisdicdon. P u a-- #26 Maximurrij)a1go 11�-122�-W' meat project requirements to satisfactlOn of Authority HWA Deck: Min. 19/32,4rvch PWWOW to Base (Polyfilm top Surface) Base Sheet; Elscobae or MU"Ide Nan I ;"nk reeling nails at 1-5/84nch d'amderth' caps Fasteners: ra x I 254nch x318411ch head diameter annular ring! ur (4) equally spaced sUggered center rows, "";; .1. a the 44n6 wide side laps and &4nch O.C. at fQ spacing. 64r primer. P6100 or ASTM 041L primer at all tlr"OPS ease PIT. POIVWck MIS or PoWck MTS PLUS, self -adhered lynex SAP, polVflex SAP FR, Mule -Hide SAAPP Cap Sheet and UnderbIrment.. poiVsdckTU P. POlOckrU Plus polystick TU Maxpo Mule4fide "P Cap Sheet IF;), elf -adhered. MWLvflmMuWg_DesI n&MU-M--120 Hawngiurisdicdon. #27 _A MIrL 25/324rtch plywood to meat project requirements to satisfaction of Authority Deck: M for hot -asphalt or torch-aPPHed cap or potyfilm surface for WfdvQPPI1ed Cap) Base Sheet Sawbase (sanded top SWIM OMs it14 Heavy Duty with OMG r Round Metal plates or OMG Rat Bottom metal Fasteners: OMG #12 Standard RoofgdP Of Plates fia (S) equally spaced staggered center rows. r side laps and 64rkch 0-r- at Spacinir. lnchox attha4-tnchvAde othot asphalt or PoWexC7, tOvd"PPHed- UndedaymerMFJasWeXGTUatElaswftexSGG,appriedlrkfu"MOPOr" Havingludscliction. #28 �a re U I ftul eat rej requiremertsta satisfaction of Authority DedL Min. 15/324nch *wood to m P ect Base Sheet: ElastObase (sanded top surface) 4 HD with Trufast 30 Metal insulation Plates Fastenem Trufast W DP orTrufAst #1 -inch O-c- at five (51 equally spaced staggered center rows, lWnr In full mapping of hot asphall- SpadrW- h Q.c. at the 4-Inch wide side laps and 6 Underlayment: Elast0flex 6 TU Of Bastoflex S6 6, applied le systems carry a Maximum 5.6A.1 All other direct -deck, adhered P01WOss uncleflayment systems beneath foam -on Ill Design Pressure Of AS Psf- NEMO ETC, LLr- CUMITOW 0324ss a" EDITION IMA FBC NoWHVHZ EVAU14TION pCW&zWt1odWlWP1VffW(954)233-UW , EWuadon Report nZOWAZA'-R n5259-R Red%[on 24-.01124rA Fella 10 of ONEmoletc. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl April 2012 (04-12), Appendix A, Table 1A. Altematively, the maximum design Prawre for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. commonly used methods are ANSj/SPRl WDI, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.10.1 of FM Low Prevention Data Sheet 1-29 (January 20161 for Zone 2/3 enhancements. 5.7 Exposure UmItati Elastobase, Ekigtobase p, Polyglass 62 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after Installation. polystick IR-Xe or POlystIck MU-X shall not be left exposed for longer than 90-days after installation. polystIck MTS, MTS PLJJS, Till p, TU Plus, TU May, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. polyflex SAP or SAP Fit, or Mule -Hide SA-APP cap Sheet or SA-APP cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering Is to be adhesive -set tile, in which case the maximum exposure Is 30 days. sure [Imitation, unless the Elastaflex S6 G or Elastoftex: S6 G Fit or Polylex 6 Or Polyflex G FR does not have an expo prepared roof covering is to be adheslve-set: tile (Elastoflex S6 IS or polyflex G only), in which case the maximum exposure is 180 days. comparative testing to have a lesser coefficient of friction than ASTM D226 S.8 Polystl5k MU-X has been found through ndard laboratory conditions. Agreement between purchaser and seller, as roofing felt In a dry condition, tested at sta 70-15, should be established as to slip resistance - set forth in Section 4.3, Note 1 of ASTM 019 S.9 11IeSIIppjget_jMWIo s �012 V� When loading roof tiles on the undedayment in alrect-deck, tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tIIeL EigstoflexGTU ElaMflex 56 6 Or SIS G FR polystick MTS or MTS PLUS polystickTIle Pro PoWckTU Max PoWckTUP- Po"ckTU Plus poWex 6 or G FR ��A. qA P or SA P FR Flat =1- 4:12 Evalulson Report P120=2m%VA NEMO ETC, UC- e EUMON 12017) FBC No*-HVHZ EVALUATION FL5259-M 1jAv&WkVdW#WW RV&1on24'.OLQ4/= 00-011MM pdVZj= RodUndwiapogrog (954) 233-IM pap 31 of ig 4" WYNEW1011BU- IWALLATION' powass published Installation requirements POWBIM Roof UnderlaYments shall be Installed In accordance with 6.1 ons set forth in Secdon S herein and the specifics noted below. subject to the 13mitad Sweep the substrate thoroughly to remove 6.2 Re4astem any loose decking panels, and check for protruding nail heads' prior to application, and prime the substrate (if applicable). any dust and debris 7.: --------- HaUDOW. "M� 6.3.2 6A 6A.2 e 0226, Type 11 underIaMInt In FBC Toble shall be Installed in compliance with the codified requirements for ASTM IN7.s.1 for the type of prepared roof covering to be installed. I ease may be coverodwith a layer of PCIPtiCk, Polyflax SAP' Polyflex SA Elostaba,Se' Elastobase P or Mu"Ide Nat , self -adhered, Elastull" 6 TU, Elastoflex S6 G or p FR, Mule441de SA-APP Cap sheet or SA-APP COP Sheet (FRi 'rch applied. Roof cover limitations are those are Sastafiez SS 6 Fit in hot asphalt or PolYflex C, or POIYPAX 6 FR, to those associated with the top -layer underlayment. as setfOrth In TabW L Tito Apolications: ... P or Mule4ilde HIM Base an, limited to use as a mechanically attached base sheet in the �FWO ElaSwisase, saw Reference IS Made to Table 1 and section 5.6A herein, coupled with ply System- from FRSAMI April Z022 (04"2" FRSAfrRI April Z012 (04-12) lnsftU8tWn Manual' owl pro, Tito pro or Mu-X:or PoW I t*SAP, PG"8X VW Fit, polys*k MTS 0 HITS pLLIS . wXe, TU P. TU PlUS,rU M", a or Mute -Hide SA-APP Cap Sheet VFR!::.� Mule.HWO SArApp cap Shei - . — r D1970 (except poWckTU p) underlayment --dified requirements for ASTIM compliance with the col Shall be installed In in F5CTBbI2 for the type of prepared roof covering to be installed. he Ica a oof Ccoy-err, -Hide SAAPP _�a lc�! If Polystick TU plus. poWflax SAP or SAP FR and Mule All self -adhering materials, with the exception c -nailed in selvage edge seam in accordance with polyglass / Mule Cap Sheet or SA.App Cap Sheet JFR) should be back It, 11 gauga ring -shank type with a minimum I -Inch Hide back nailing guidelines. Nails shall be corrosion resistaf c. poitirstick TU plus should be back - diameter metal disk or SimplexAype metal cap nail, at a minimum rate of Ir 0. ra davarO an the face of nailed using the above noted fasteners and spacing, In area marked Nnall area, area Pa membrane. The head lap membrane Isto ocoverth rea being back -nailed. All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 tb. hand roller to ensure full contact and adhesion. For Dual Pro.' Ond Tito pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). VkW ,for.,dw sewn ar 1W Im IIDO .� - - All over -fabric and over -granule end4aps shall have a 6-inch wide, uniform layer of POIVPIUS 50 Premium Modified d In between the application of the lap. Wet/Dry Cement or polygiess POW Modified Cement aPPIle uch as crickets, exposed valleys, paIVstIck TU plus, Dual pro and Tito pro may not be used In any exposed application 5 or exposed rod to wall detalls EvaluifflOft Repon P22NO.02,09'8 FL525941 NEMD M LLC. e eDrr1oN IZM71 Vae NO*4VM EVALUATM ReAdo 2&- OU24/20 03245S pCIftWDftdUndwbWAn%(95Q233-U30 Page 12 of NEMO I IBM Repair of POW& membranes is to be accomplished by applying PDIVPlus 50 Premium Modified WeVDrV Cement Or rea in need of repair, followed by a rondinum 6 x 6 Inch patch Of the potiglass pGSoa Modified Cement to the a patch laps, if needed, shall be polystick material Of like kind, set and hand railed In place over the repair area. installed In a water shedding manner. with approved substrates. poWass requires 0 All ftlystick membranes shall be Installed.to ensure full contact ep slopes, use of a stiff broom with approximately 4G4bs of load applied minimum of 404b wdighted-roller or, on ste ptable for rolling of patches, laps (min. 28 lb roller) or small areas of the for the field membrane. Hand rollers are acce roof that are not accessible to a large roller or broom. PA "I' 6.4.3 Tile A0011cal nd Table I herein, using the Instructions Reference Is made to FRSAITRi April 2= (041-ul -'Rua' a noted above as a guideline. s), Be For mechanically fastened tile roofing over 2-ply system, consisting Of Base Sheet and self -adhering top sheet( se Sheet fastening shall be not less than FRSAJTRI April 2012 (04-121, Table 1. For adhesive -sat tile applications, refer to Section 5.6.4 herein. 6A.4 MMIL21ekU d rl %dkrIVDSMt_S1&tWE' MTS, MTS PLUS, TU p, TU Plus, TU Max, Tile pro, MU­X or Polyflex poWck MTS or MTS pws followed by Polystick SAP is allowable for use under mecharil ly attached prepared roof systems. Limits of use are those associated with the top4ayer material. This Is not a requirement, but Is allowable if a 2-ply underlayment system is desired. TU Max, Tile Pro or Polyflex SAP is allowable for use Po"Ick MTS or MTS PLUS followed by poWIck TU P, TU Plus, the top4ayer material. This is not a requirement, under foam -on tile systems. Limits of use are those associated with but is allowable if a 2-ply undedayment system is desired. lee WintbAm 6 TU. Bastollex 56 13 or naftfisix S6'G FW -.-lax S6 6 FR shall be i�nst�;lth current poWass published alled in compliance Y 6.5.1 Elastofiex ra Fu, rjastwfl� installation requirements. For use in tile applications: Elastaflex 6 TU is for use as an alternate to wMineral Surface Roll Roofine (ASTM D6390, Class M) In the "Single Ply Systerrin from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheer in the qwo Ply Were from FRSAITRI April 2012 (04-22) beneath mechanically fastened or adhered tile roof systems. V E[astoflgx S6 6 is for use as an alternate to OMIneral Surface Roll Roofing" (ASTM D6380, Class M) In the OSIngle Ply Systerno from FRSATRI Apra ZOIL2 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt applied NCap Sheer in the OTwo Ply System' from FRSAJTRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. rO ElastaflexS6 a FR is for use as an alternate to 'Mineral Surface Roll Roofine (ASTM D6390, Class M) In the ISI a Ply System' from FRSAfTRI April 2032 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied wCap Sheer In the qWO Ply SYstenf from FRSAITRI April 2032 (o4_12) beneath mechanically fastened tile roof sVsteML TU, Elastoflex $6 6 or ElasWfkx S6 G FR shall be fully asphalt -applied to the 6-5.2 For hot-asphak-appllcations, Elastuflex G substrates noted In Section 5.6. Side laps shall be minimum 34nch and end4aps minimum 64nch wide, off -set minimum 3 feet from course to course. Side and end laps shag be fully adhered In a complete mopping of hot asphalt with asphalt extending approximately 3/84nch beyond the lap edge. .6.6 current For use in tile applications: to the Heat Applied "Cap Sheer in the 'rWo Ply SVstee from FRSA/M April polyflex c. is for use as an alternate mechanically fastened or adhered tile roof systems (13ase Sheet Uffifted per 5.6.3). Z012 (CI4.22) beneath '7WO Ply System' ftrn FR&VM alternate to the Heat Applied Cap Sheer In the V po"ex G FR Is for use as an e -3). April 201Z (04-12) beneath mechanically fastened tile roof systerni; (gas Sheet Limited per 5.6 Evaluatkin RePwt PUM02AM F1.52594t: NEMO EV, UZ 6M EDMON 12017) FBC NON-HVHZ EVACUATION Rr4W*n24:G1/ZV= offt"clAWWOOOM #N4S5 ftWmRodUndWWVn&AW, (954) 233-WO Pap 13 at: I NIFNEW10jetc. be fully torch -applied to the substrates noted In Section 5-6- Side lap$ shall be 6.6.2 POWfiex 6 Or poty"M 6 Fit shall off -set minimum 3 feet from course to course- Side and end minimum 3-Inch and end4aps mirdinum 64nch wIde, laps shall be fully heat -welded and Inspected to ensure minimum 3/g.4nch flow of modified compound beyond the lap edge. efLrto &Z Me AS"OK ag 6.7.1 Tile shall be loaded and staged Ina manner that prevents tile slipp a and/or damage to the underlayment. R Table 2 herein, and poWass published requirements for tile staging.,, and FRSA/M April 2022 104-12) must be used Battens and/or CDunter-battens, as required by the tile manufacture 6.7.2 precautions should he taken as needed, such as the use of battens or nall- on all roof slopes- greater than 7:12. n rocess boards, to prevent tile sliding and/Or damage to the underlaVment during the toadl gp - 5.7.3 polyglass specifies the minimum cure time after Installation of self -adhering membranes and before loading of roofing tiles is fbrLy-eight (43) hours. evaluate the installation of this product. 7. 13UILDING PERMIT REQU'RFMEUT5* aving Jurisdiction In order to properly As required by the Building Offidal or Authority H S. MMUFACrUMNG PLAN= ered for FJLC. 61620-3 CIA requ'r"e"ts* The following Contact the noted QA agency for information on product locations cov plants have qu under their respective physical properties specifications. H,detm pA & winter Haven, FL Winter Haven, Fl. 9. 14u—AuTy ASSURANCE ENTWTV: UL, LLC — QUA9625; (324) 57g-3406; k.chancellor@us.ul.CDM . ENI) OF EVALUATION REPORT MWOMUZ omtr=tecfAu&4dwdw#J2'55 r EOMOM (ZDIA FBC NON4fl1flZEVALUA11OM fth&M (04)23s-lm RmhIM24:01441M vvp%��l SCANNED BY St. Lude County TRINI-ry ERD 5A Wind Classification: 5.4.1 All Owens Coming asphalt shingles noted herein are Classified in accordance With FEIC Tables 1SO7.2.7.1 and R905.2-6.1 to ASTM V316L Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for use in all wind zones up to Vd = 150 mph (Vft = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified In accordance with FEIC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use In all Wind zones up to Vned = 150 mph (Vier = 194 mph). Refer to Section 6 for Installation requirements to' meet this wind rating. 5.4.3 Classification by ASTM D7U8 applies to exposure category B or C, as defined In FBC 1609A,3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Coming published information on wind resistance and Installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit In accordance with F.A.C. Rule 61620-3. 6. INSTALLAMON: k-11 Underlayment-, 6.1.2 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 62620-3, per FBC 1507.2.3, IS07.L4 or R905.2.3. §._2_ Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle In accordance with FBC 1507.2.7 or R90S.L6, with the following exceptions: • Serkshlree shingles require minimum five (5) nails per shingle. • WeatherGuardo HP shingles require minimum six (6) nails per shingle. > Devonshlre"e shingles require minimum six (6) nails per shingle. > Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and Installation limitations. 6.2.2 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC ISQ7.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: hit miderlaymanst D:,k Drip edge edge Nails located r-r from eave Install list Starterstri Self-sealing adhesive shingle U19 positioned dars; ",a 6, Temaved Starter Strip Wasle owshimas @am ,it rakes 14,- Wr==�Opin ar.affeartavit. andarlemeari if`11�4- Exterior ResearCh and Design, LLC. Evaluation Report 037MALIZ-RS 0270"ol'Audmiriftaffit,00al 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-RI3 Owens COMIAgAsphalt RoarlShIngles Revision a- 10/09J2017 Pap 3 of 8 I 6.2.6 Minimum Nailing - Classj& &Supreme: 111�1 UnnMd " Amparm VAnd A�a bugh INIAd Am P� vient" n�jw A� r I I ff-ft�owft FA"&WM 6.2.7 Minimum Nailing- Berkshire*: 917 !aw 0 1. —IM Standard Fastening Pattern EKWr[Or Research and Design, U.C- CErOkWe qfAudiorkWon 89303 .1 TRINITY ERD rionum ma"W" " A�pxm vvwlp� [Oak Vfi" .A," Pom ""f" no�f" Ames -ft==1 ?�� W4-,IAI�. r-, L-11 � I "I r -r - a a/s. ffxp� awsw6n Sir 8, Ve Ov 48mb Mansard or Steep Slope Fastening Pattern EDITION (2017) FBC NON44VHZ EVALUATION OweW Coming Asphalt Roof Shingles 6-Nall Fastening Pattern Enlualfon Report 03790AMIZ.Ra FL106744M RWslan 8: 10/09/2017 Pap 4 of 8 6.2.8 Minimum Nailing —Devorshlrefa,: r r a. 7- IP ...... 5Wexw= Standard 15�Nall FaStenlng Pattern 6.2.9 Minimum Nailing - DurationO, TruDefinWoO I Duratlon7 Designer Color Collection: 4-W Fw�nft P� Standard Fastening Pattern Ir I 1�. T TRINITY ERD or Steen Slone F=tAnInv Pattprn on, Duration* Premium Coal & TruDefinl tlon* mansara or steep Slope Fastening Pattern &Mau F"fning Pattern Ir S-Nall Fastening Pattern Eiderlor Ftweamb and Design, Ur- EvalUatiOn Reparl:03MOAL12-Itil CftM7ww dAudwrlmdan n5a3 EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-IL13 OweR3 Coming ASphalt Roof Shjngl" Revision a- 10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing — TruDeflnitione Oakridges, OakridgeO: 4 Nail Pathm aquim; con 4 daws IV !�r=u. M, mus 55/8'Expmm GbW" Expotl;Mn de 6 9/8 pdg. Standard Fastening Pattern F- TRINITY I ERD 6 Nall Pattern Esquma con 6 claws 1. r W Naas Fxp=[cMn de 6 610puly. Cis ws 5 liff Exposum- EXPOsickin da 6r18pdq D08 GmaterThan 21:12 U�.'Wft,.nln . .... . ... ivial i�a, u or �zeep z-lope Fastening Pattern 6.2.1 Minimum Nailing —WeatherGuardm HP: U-NdIl ming Pattern I single side View Willie, Aramd nu1111 Lion —M—M-1111111=16M I Exterior Research and Design, I.I.C. Ceft1floate OfAuthorlation #-qSoj 6' EDITION (2017) FBC Evaluation Report 037940.02 12.RS NON-HVHZ EVALUATION FL10674-RI3 Owens Coming Asphalt Roof Shingles Revision 8: 10/D9/2017 Page 6 of 8 TRINITY ERD §A Hip & Ridge Shhudes: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuardo HIP Hip and Ridge Shingles and Prolidge Hip & Ridge Shingles shall comply with the Owens Coming current published Instructions, using four (4) nails per shingle. Installation of Duraltidgem Hip & Ridge Shingles shall comply with the Owens Coming current published Instructions, using two (2) nails per shingle. Refer to Owens Coming published Information on wind resistance and Installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R903.2.5. Staples are not permitted. 6.3.3 Minimum Nailing — Berkshire* Hip & Ridge and High Ridge: Fig. I PWMVU�d k r --- i E� Fig. 2 UPVM -T 6.3.4 Minimum Nailing — WeatherGuardO HP Hip and Ridge: FIg.A Fig. 0 Hip Ridge Shingle Fastening T.PVW W10 2. *f:1 i Exterior Research and Design, ILLC Evaluation Report 03794ULlZ-RS CertYleffte VlAuthmization M93 0 EDMON 12017) FBC NON-HVIiZ EVALUXnoN FI.20674-R13 Owens Coming Asphalt Roof Shingles Revision 8: 20/09/2017 Poge7 al's 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction S,d,,, Stdp 6' EKposure N FaIM711,v Com EXpand Fastensm with Rest Cmofft TRINITY ERD Ste d d Fastening —It'— Pattern 12' Sestant 7'h' 6'Expos r u" 6.3.6 Minimum Nailing— Duraffidge"' HIP& Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Coming published installation instructions for their minimum requirements. P24" -T 2W 4 4 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table IS07.2.7.1 / R905�U.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the Installation of this product. 9. MANUFACTURING PLANTS: Contact the named CA entity for information an which plants produce products covered by Florida Rule 9N-3 CA requirements. 10. QUAUTY ASSURANCE ENTrrv: UL LLC—QUA9625; (631) 546-2458, Kanchi.Agrawala-Dokanla@ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC QfftWWW0jAUft*ad=#ZW Mivallon Report 0379W.M124al 6' EDITION (2027) FOC NON-HVHZ EVAWA-rioN FU0674-R13 OWGM Coming Asphalt Roof Shingles Revision a- 10/09/2017 Page 8 of a