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JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4588319 OR-BOO-K. 4290 PAGE 1574, Recorded 07/02/2019 02:11:18 PM RECEIVED J U L 0 3 ?019 NOTICE OF C0MNMNCRMENT PermltlNolrin COUf1tY, porrtlitt�ng Property Tax ID No. x`333 "�t o1-1��000 Stat'"Tloridrr;Cou�f St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. Legal Description of property and address if available 33 35 39 W 112 4 NE t114 4 NW 94 1�Y3 17.5 -V+CN 5.811.of o- W 'h;) ds? NE '/4 e-Y NW'/al Cl l•<o'i 1910 , 3803 Eleven M,'j.e6. General description ofimprovements M-440nrl- Owner lessee DQV:& L\Oja oAddress.5203 G-1PSJ2A tlAc' �L�.l P1-- Ptet-ee FL 311�I8 i �- Tnterest In property: 0%.3^NL1r N Ree Simple Title holder(if other than owner) ZT O Address a Contractor Code Red Roofers Inc Phone;{ 772-287-2828 m Address 3341 SE Slater St,Stuart,FL 34997 Fax# 772-287-7763 = Surety Phone# '7 - U Address Fax# m 1 Amount of Bond r i Lender Phone# m - Address Fax# Persons s+ithin the State of Florida designated by Owner upon whom notices or other documents may boserved as provided W by Section 713.13(a)7.,Florida Statues: Name Phone# m Address' Fax# m CD In ndd16on to*hiinself,owner designates of U m Phone# Fax# m to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of W (D commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: () ANY PAYAIFNTS P1ADF BY TI IF OWNER AFTER TIIE EXPIRATION OF THE NOTICE.OF COMMENCEMENT ARE CONSIDERED IMPROPER co PAYMENTS UNDER CH.713.13.RS..AND CAN RESULT IN YOUR PAYRVG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF U COMNIENCF.AtENT A7UST BE RECORDED AND POSTED ON TAE JOB SITE BEFORE TAE Fm,;TTNsPECT10N.iFYQU I-%—rawD TO OBTAIN- ¢ FINANCING, CONSULT WMI YOUR LENDER OR AN ATTORNEY BEFORE. COMMENCING WORK OR RECORDING YOUR-NOTICE OF W COMMENCMENT. CIO Q O,rner ,caste,or Owners or L e•s Authorized Ofamr/DImcror/Partner/Managerl Signature C� aJJN Fc� t si natn g ry's TitldOttice State of Florida,County of -'L J Acknowledged before me this 17 a ,day of -UN4 201 ,by l YN�� I O`(A Q) who roti' me or who has produced FL �f- as identification. C) �ji'cLiRs✓ Arnlyo/2,7 Signa re or of Type orPrint Name of Notary S a T� ii Commission Number-�1-X.7 Z O 6'"�_' KEGAN CRAWFORD Ctf MY COMM15SlON u GG265022 o- FxP1RFs:October 03.2022 AN -jDate: 2019.07.02 14:13:35 -04:00 tC�1% Digitally signed by The Honorable Joseph E. Smith wart Earns//snuatauttcwn/ro vwoarc]"Hisnoeunterr lReason: Electronically Certified Copy Location: 201 South Indian River Dr, Fort Pierce, FL 34950 7/2/2019 Feature Report ,�V,1C1E CO , G Saint Lucie County Property Appraiser r_a4 Michelle Franklin CFA RECEIVED Report generated:Tuesday,July 02,2019 J U L ® 3 ?019 Parcel Report T' 768 £ i Parcel Parcel ID: 2333-212-0000-000-0 Property ID: 14498 Owner 1: Lynda Lloyd Site Address: 3803 ELEVEN MILE RD Owner Overview Owner 1: Lynda Lloyd Primary Land Use: 6000-GRZNG SLD CP Owner 2: David Lloyd District Group: 0002-Saint Lucie County Owner 3: Subdivision: Metes and Bounds Mailing Address: 3803 Eleven Mile Rd Fort Pierce, FL Just/Market Value: $449,579 34987-3208 Finished Area: 5,692 Acres: 18.132 Total Area: 789,825 Legal Description Legal Description: 33 35 39 W 1/2 OF NE 1/4 OF NW 1/4-LESS E 125 FT OF S 811 FT OF 1/2 OF NE 1/4 OF NW 1/4 (17.67 AC)(OR 3376-2153) Value History Save Our Home OR Just/Market Building Land SFYI Assessed Exemption County 10%Cap Ag Year Value Value Value Value Value Amount Taxable Differential Credit 2018 $449,579 $233,300 $216,279 $0 $213,772 $0 $213,772$36,312 $199,495 2017 $427,279 $211,000 $216,279 $0 $195,764 $0 $195,764 $32;020 $199,495 ^ 2016 $362,370 $168,000 $194,370 $0 $178,384 $0 $178,384 $5,200 $178,786 Tax Links __� _. __� _ Special Assessments SLC Tax Collector's Office taxes for this parcel Start Download TRIM notice for this parcel Description Year Units Amount North St. Lucie Water 2013 18.132 $317.31 Management District. https://parcelaccesstemplate.bhamaps.com/TabReport.aspx?appid=8c2O5c54407f4486855e54116dd8390&PARCELNO=2333-212-0000-000-0 1/4 7/2/2019 Feature Report Improvements Building Sequence: 1 Bedrooms: 0 Bathrooms: 3.5 Building Type: HC+- Story Height: 2 Story No of Living Units: 1 Total Finished Area: 4,558 Gross Sketched 4,758 Area: Year Built: 1967 Effective Year: 1987 Primary Roof Cover: Dim Shingle Primary Roof Gable Structure: Primary Wall: Brk/Wd Frame A/C%: 100 Building Sequence: 2 Bedrooms: 0 Bathrooms: 1 Building Type: HD-- Story Height: 1 Story No of Living Units: 1 Total Finished Area: 1,134 Gross Sketched 1,306 Area: Year Built: 1940 Effective Year: 1960 Primary Roof Cover: Fibrglss Shg Primary Roof Gable Structure: Primary Wall: Wood no Sh A/C%: 0 Building Sequence: 3 Bedrooms: 0 Bathrooms: 0 Building Type: DCAR-Detached Carport Story Height: 1 Story No of Living Units: Total Finished Area: 0 Gross Sketched 901 Area: Year Built: 1990 Effective Year: 1990 Primary Roof Cover: Primary Roof Structure: Primary Wall: A/C%: Building Sketches https://parcelaccesstemplate.bhwnaps.comr abReport.aspx?appid=8c205c54407f4486855e54116dd8390&PARCELNO=2333-212-0000-000-0 2/4 7/2/2019 Feature Report 3 p i d _ � PAI,I{psi` s L- ems ,rn .. 6 t 'f»a1 7 777 i4 [ +i�, $ " s.' r z i 1 o�u i € ' 1 i i I 3 I I 1 i i"M 10 l Sub Area Building Sequence Sketch Area Code Description Finished Area Gross Area 1 PATA Patio Average(Plain Slab) g 0 72 1 OPAH Open Porch Attached High 0 128 1 BAS BASE AREA 2,944 2,944 —----------- __.....____._ ....__._........... ...... 1 2S ONE FULL STORY OVER BASE(TOTAL 2 FLOORS) 1,614 1,614 2 URAA Utility Room Attached Average 0 152 2 � OPAA Open Porch Attached Average 0 20 2 BAS BASE AREA 1,134 1,134 _____.__....."............_._..__...._...._,...._......._._..._...._..__,____._.._..___ __,__,._........-_.__..,....,_____. .__._.,_.,_..,_,,._._.__._.,�. _.. .___..._._.__,__,...........................__,_.__..._____._ __ _.....,........_.._..___.______..___.."._.......__._. 3 CPDA Carport Detached Average e 0 901 Land Lines Line Number Units Unit Type �1 16.67 MACK 2 1 Acre .._._,.......... 3 16.67 CACR https://parcelaccesstemplate.bhamaps.comf abReport.aspx?appid=8c205c54407f4486855e54116dd8390&PARCELNO=2333-212-0000-000-0 3/4 7/2/2019 Feature Report Permits Permit Number Issue Date Description C1706-0160 06/28/2017 Pool C95-02472 04/27/1995 Shed C92-05508 10/02/1992 Additions to existing construction Sales History Sale Sale Deed Book View Sale Date Price Code Type Grantor Page Document - 03/30/2012 - $360,000 0202 WD Carlton Sidney 3376-2153 Clerk of Courts 09/14/2006 $100 XX02 QC Remmerswaal(TR)(EST)Jacqueline H 2934-1213 Clerk of Carlton Courts 01/29/2004 ^ $100 XX02 QC Remmerswaal Oacqueline H Carlton - 1908-5 Clerk of Courts 08/05/1955 $0 XX04 DE Carlton,Jacqueline H 204-275 Clerk of Courts 12/31/1899 $0 Clerk of Courts Photos IN i y F .X ( WAY- �''� 5\-•;�77 k 10 a i i 3 s I i a i x _ i i 1 1 i I 3 i i i _ .........___ _ t https://parcelaccesstemplate.bhamaps.comr abReport.aspx?appid=8c205c54407f4486855e54116cfd8390&PARCELNO=2333-212-0000-000-0 4/4 MEASUREMENTS JUL 11 FIL jj y ., liyfWWYrrWlriwr imim 00 .x+15 r r Ci+ TV reams. SQUARES LINE MEASUREMENTS Actual Squares: 33.35 Sqs. Eaves: 190 Ft. Total Squares Rakes: 162 Ft. (Inc. Waste at 10%): 36.78 Sqs. Ridges: 135 Ft. Hips: 0 Ft. Valleys: 59 Ft. Step: 0 Ft. Wall: 48 Ft. Pitch Change: 0 Ft. PITCH MEASUREMENTS CATEGORY MEASUREMENTS Pitch 5/12: 33.35 Sqs. Ice&Water Shield: 0 Ft. Ridge Vent: 0 Ft. Rake Edge: 0 Ft. Eave Edge: 0 Ft. Step Flashing: 0 Ft. Apron Flashing: 0 Ft. Gutters: 0 Ft. Gutter Toppers: 0 Ft. Down Spouts: 0 Ft. - . tlg3stYa8aY �, +tot-YGDitB t•StlLmitSlrcNSrgv`S. StoK&thc1E, PoWrtallons'-S CmuacG Uti..,j aCiS SRe Flap U+Het;i semrt)+,�{. ,r<. r � Protluct�Approval - t ps":"u01 L� , `n'r r A thn noun, < RECEIVED orollvit Aerr.Y.A 1=1 ft"m..l_gy};j,�}.{g:ca;acri b aq j; ppttw . FL 15259 R28: �u a,31 �9 Application Type - . CadeVeislun;' , X2017 :� - ., � � - Appncatinn Status - = App ad � ZiUnCYr Permitting. i.u66 Commants Archived ., File COPY Product Manufacturer pD1YGLASS U5A AddrasstPhune/Emali 1111 W Newport Center Drive � DeeMeld Beach F1;33442- �/(,(854)-233Ext`Z42 �IEWED � � me ft pglygla3!;cern Author)zed'Vgnature Maury Alpert �j® COMPLIANCE -,; mafperttd�P�Y91ass com�< �{}� :.q ., p� .q ¢ <,li=uctP—•COU U 7echrtical Representaave Maury Alpert Ad6m/Phone/Email 1111 U1 NaSvRvKCenSarDrYXd MCC Deerfield Beach FL 33442 , - < {912j 429:8610 ` MAtpert�pgtyglass com „ Qdaflty-Msurance-Represen6tive, •a GI4endeG - AddrasslPhone/EmaFlNewport CbAf4e Dilve _ beerFleltleeaeh,FI:33442 . (95q}233.1230 ALende�r�polyglass-COT ' Category ` Rooting sabcafegory < Undarlayrn"ts Compliance'Mctfaodlallladbn,f(epbKfroi»a Flarida'Registered'Architectar<<a.t3censed Florida Professional Engineer 3 - ' r ecelved, .. .-<. �,EValuatitni Relior#--HaCtfcopyft , Florida en6ineer orArchltect rq"e w6,4"etopad trye Evaluation Kapott° itobert Nietninen Florida Lkense, :pE 59166„ quality Assurance Entity � UL LLC' Quality Assuragce"Cooiracf-E;51r8tiiti'.t38t8 „10/0S12a18 Valfdaied By John W.Knkevich,PES �tallda . t ttbn Checklis€-.Wardcopy Received'_ Certifltate b>indepentlence;'. - , ELS259'R26 Cbl•201a 01'CQ NIEMINEN adf Referenced Standard and Vear(bf Standard) YCar TM D197U ' 2015 ASTM 4226 2009 t ASTM a -0. iog9 D478B `' ASTM D6164 < . ,- 2011 - �PM.4a�a tori fRSW?FMAOM 20ii 2012 'Ut 189T 2012 . Equivalence of product Staedards Sections from the-Code <' ProdilptAppiis�lai'Mattibd-- � r .. � °. ^:MetliodlClptioriD' � - ` , Date Submitted DateValidated =01/2912019` Dat9',Pending racAmprbvir '� 0113a120k8r Dafe-Approved 0411612Q18 , Pl 11' j. dolr 0 y rb4r 'ilY me µ~~' DeScrlptto» i 5259.1 (P yglass Roof Underlayments Rooflng':underlayments l L3tnTta of Uss-- �, [installation Ingtructlonsu Approved far isse in wvttzr Na, f Rye tt 2618 ut Ff 4ALFR`a�svcLea �!LYRkt3i aVw lvTs s sg itas oaF Approved far use ositaide Avfd't Yea Ngrified.By,Robart'Nieminetl PE-59166 ImpmiHel4istant NIR Createtl�bySndepeirdentTtiird'Qarty Yes Oasfgri plessors +NJN 812 5vatdatlon RepoRm , Othgrz I. Thad esign press6re irfks application relates to onepardcutar, fit SAsi'-IX29 AE-2018,- Di:FINAL ER POtYGi, UNfiERf aYMEj�j F,j, i9-R38:odf' imd`erlayment s "Created by Iddeperident Third party:yYes tae ilndarla ment forms ari'of the lose=path] Refer to ER 4 SeEtI 5 6 for other , y P systettis o#her deck typesand asstx(ated maximt6 de446 pressures 21 kefer tri E�?- SecUon 5 for otFterl3mits af:use.. 11 [ 2�4i ai it<t na goads renal ass<e F 3an12 a s mi egidl tez� `'the SWteoT Fkrttlalean,sA/eEtS ampiiiyer�eeayd9�.i�2.�L"'"af r!s°� r;P[iY�CV Stammartt .:_;6CIYl�ie;i�eat - [ Urater,ilI" At ema0 atldressas aro puGlu rcu as.tf you ae imp wardyoure-mail eedtessretaaRed in rasacnw to a tes whcIf4 roAuest dp not a cnii'eieexma�c mNi i6 tp4senti :)stead-.eoriteeE the offka by yhonc ortiy- ' tradP.fbriairnaY'tryouirsve'anv.awestto idsaseiorttaceasa4ar139s purewntlnsetaariA 5,275iY},fieldsstaurtos;dfactivaOao6ta`1 leu ihxhfeasikbAMdWdarefiaptcr48,5.Fs;mustq}64df tiwbfpsvthw�Wth ,an email address d May haze one"The wwIs provided,may Ga'4sed f6r effaial zommdmatpenwdh the iteensee.kb"%W=ad addresses are'prihtlere"eod:tt yw do rwt wish to supply o personetaddmfs piease..pmvide-the. - pepsrtmentiwth an amad addmss wtdpr cah:t�e mad4.evail4Wft to the ktft 74 dMermine if you are a ilfansee andet Chapter 455:F.S..please click hLti , - .. 5 Zertificgte oJAuthdrlzation#32455_ x. 353 CFirrstian:Street;,Unit#13, - Oxford,CT 06478 r - (203)X262°9245 ENGINEER`: - VAiUkTE TT' a CON5UI.T: CERTIFY - EVALUATION REPORT' = Polyglass.USAMC 6 02.WR24•�rt2 1111 West;Newport CenterDrivia FL5259wR28 <. Deerfield Beach,R.33442 Date of Issuance:02/24/2009 (954)233=1230 `Revision'24 61/2411018 SCOPE: This Evaluation`Report is: issued ;under MAO_01G204 and they applicable ;rules:and ,regulations governing,the use of construction materials in the 5tatd of Florida.Thd documentatiowsi ubmitted-has been reviewed by Robert.Nieminen,,P E. for use of the product under'the Florida Building:Code and ;Florida ,Building Code, Residential Volume: Tie products described"herein-have',been evaluated;for cor 1 Arice with;the V Edition 4201.7 Florida Stiilding Code sections°noted herein.- '° , DESCRIPTION:`Polyglass:Roof Underlayinents IABEUNG: Labeling shall.be.in accordance with the requirements the,Accred ted'.Quailty Assurance Agencj noted-herein. CONTINUED"COMPkiANCEc "This Evaluation Report"is valid untiisuch time as'the named(produci:(s) changes,"the.-referenced Ctuaiity-Assurance--documentation changes;or provisions of.the o,&thaftelate td the product change,:;Acceptance'ofthis Evaluation.; Report by .the narried:,client consi'.itutes-agreement"to.notify-Rob ert 'Ierrilaen,, P.E.,of"any:changes"to,the products)„the Quality;Assurance or file production'fad ity; ocation(s) ,,N EMO recjulres;o corriMet*review ofAhis Evaluation Reporttrelative to`.updated Codevrequirements:vditl 06 Code Cycle: ADVERTISEMENT "The:.Evaluation'Report number preceded;i y the words "'NEMOietc evaluated” m"ay be displayer; -in; advertising'literature. "lfany porti mof the Evaluation.Report is ditplayedz,,then it shall be;done in ns entirety', INSPECTION: Upon request,a`copy of this entire Evaluation Report shall be,provided to ,d user by the;`elan°ufactur&r or its " distributoes'and shall be available fpr-1nspection at.the:iob site at"the request of the-Building Official This.Evaluation Report'consists.of-pages 1:throUgh`14. Prepared by: `.�►sY.u�•gt.rJt,.,, Robert 1 M.Nier»inen,P.E � 0 ��;• to ,.r ,�. Thi facslinile seal appearing Was authorizezi by Robert Niominen, Florida Registration lVo.`591b6,Florida bG�4:AlU tS$ : ''a,;�� • «�+ar�� cs P.E.on0ij,2400i8`th1s,doesnotserveas anele�troni alit': sigr%e,,document, ,- CERTIFICATiON'OE INDEPENDENCE: 1. NN6Igtc„do-6'not have,,nor':does it interid'to"acquire or.wiil it acquire; a fnancial'Interest.In any"company.,mahufacturing-.or" distributingproducts it evaluates I NEMO l'etc is not owned,operated'or'controlled by-any:companymanufacturing or-distrlbutmg products It evaluates: 3. "Robert Nieminen,P E.;does,not,haye`n-or willtacqu.ire;a financial interest in-any company`manufactur`ing or distNbutirig products for which the evaluation report' are being' -issued: 4. "Robert Nieinirien;P.E.doe's-hot have,nor wiil"acquire,�a financial`interest in.anyother entity involvedin theapprovai process ofthe product 5. This,is a,building code evaluation Nether M0letc.norRobert Nieminen„p E a°resin any`way,"the'b'' finer of"Record for:any __ projection which;ihIs Evaluation Report,ar previous.versions thereof;isJ.was.used.for permitting or"":design guidancg,unless rritained specifically for tliat�purposei i . NEMO etit. ROOFINIS COMPONENT'E VALUATION. " L SCOPE: Product Category: Roofing 'Sub-Category: Uncleriayment= Compliance Statement: Roof Underiayments as,produced-by Po'Iygiass:USA; Inc., have demonstrated ccimpiiance with the following;sections of the 6T"tilltion,(2017) Florida Building Code through=testing in accdrdance'with the`"following Standards; Compliance-is'subject.to,the lnstailation Requ)rements and Limitations j Giinditions.of Usenet"forth;ti"erein: 2.` STANDARDSE :Section. Standard. Year, 15o4.3.i tNina Up�i . . , . --., �M 44 =, 2011 . a 1504.3.1. Wind UOlIft ':U 1697 2012• 1507.2.3 J 1507:1.1 Physical Properties" _' ASTM P226 1507.2.411507.1.1,1507•.2.9,2. `Physical Properties ASTM b1970 2015 1507:3:3' AV sical Properties FRSAlTRi April 2QU,' 21712 1507:11.2Physical Properties,:' ASTN106164; 2011 1507x11.2 Physical Propertles. : ASTM 0,6222 2011' TAS 110• Accelerated:Weatherfng- A5TM D4798 2011 3.- REFERENCES:' Ent Examinafion. Retetenee Date- FN)Approvals(TST'1867) Wind,Uplift 3004091, 01/12/2000 PRI(TST 5878); Physical Properties; PR101111 04/08/2002 PRI(TST 5878); ` Physical`Pr6perEi'6s ' PUS4 5-02110 0,1/31%2002 PRI(TST 5878) Physical,Piiperties; PUSA 013 02-01 12/23/2002 PRI(TST.5878)' Physical"Properties; PUS,4-013,02-02 x12/23/2003 P.RL(TST 5878)` Physical;Properties' P.,USA-013-02-03 12/23/2002. " PRI(TST 5878) Pt}ysicafProperties PUSA 018 02-01, 107/14/2003. PRI(75T 5878) , physical Properties= PUSA-028-02-01 b7/13/2005 ` PRI(TST 5878).° Pi ys cal,.Properties PUSA-033-02-01 61/12/2006 'PRI(TST 5878) Physical'Properties PU5A-035-02-01 09%29/2006 PRI(TST5878) Eliysicai-Propertles PUSA-055-62=02. . 12/10J200T PRI(TST 5878) pt iltai•Propertles ` PUSA-,061-02-02 '61/28/2068 PRI(TST,5878) Physlcal*operties; PU5A=076-02=01• 02/22/2008 P.Ri,(TST587$)1, Physical Propertles; . :' PU5A-083-02 0'1 04/,1412008 PRL(TST5878) ; Physicai Propertles' ` PUSA=088 02-01 '67/29/2009 MTi.(7ST 2508) Physical Propertles; JX20N7A 04/01/2008 MTI(TST 2508) Physical Properties; RX14E8A - 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99.1 02/08/2000 ERO(TST 6049)' Wind"Uplift 11757.:08.01 1 OSJl3f 2001 ERD(TST 609)" Wind Uplift. 11776:46:02 01/16/2003 ERD(TST:6U449): Physical"Properties• ,02200:09 03 07/14%2003 ERD(TST 6049') Wind Uplift P1740,01.07 ;01/04/2007 ERD(TST 6049) _Physicai Properties P5110 0A,_07r1 'b4/ i1j 007 'ERD(TST 6049)- Wind Uplift ,, P,9260 03:08: Q3J21J2008 , ERD,(TST6049) hi Cal Properties ,P13450.08.09 0$/13/2009 ERD(TST.6049) 'Wind Uplift PA0.540.11.09-R1 11/30f2009 . ERD(TST 61349) Physical Properties'' P11030.11y09-1. 31/30/2009 ERD(TST 60491 `-Wind Uplift P1103011.09-2' '` 11/30/2009 ERD(TST 6049) Physical_Properties. P11030,11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360 06,10 06%25/2010 ERD'(TST:6049) :Physical Properties: P33370.03.11 _ 03/,0212011 ERD:(TS76049) • Physic'IProperties'. P3337004.,11 , 04�J26/2011 ERD(-TST 6049) Physical Properties P37300A0.11' 10/19/2011 MEMO ETC,LLC. Evaluation Report P12660.02:09-R24 Certificate oJAurhorizotlnn X132455 i rtDITION(2017/OBC 11101V*W WALIJAI IOiU FL52$9.R28 PotyBlass Roof Underiayments,(554)233=1230 Rifton 24:01/24/2018 Pag6`2 oi34 Examination Reference Date 6b(TST6049) Physicai.Properk�es' '.; P40390 os 12 1 138/o6Jx0i2 ERD(7ST 6049} . . P;tiysical Ptopertcs _ P40390 08;12 2 b�8/OT/2012 , `EAb(TSTw4bPhysical'Properties" C41426;09.12-3 09/11/2012 ER6(T-ST 6049) Vd rid Uplift' P39680:03:13 '03/04/2013 ERD(TST 6649)" Physiiai'Properties P45370 04.13 04/2ti/2013 ERD(7ST 6049); Wind Uplift 81738 02.07=R2 04/29%2013' ERD(7ST 6049) Wind Uplift 11757 04 01,1 Rl Wao/gon t ,ERD(TST6049)' ; y. WindUplift P416300813 08/06/2013 :ERD(TST 6449); Vllind fUpiift P137S105':03 Rl 11/2:6/2013. ERD.(TSTr0%% Wind UpliftP117811103 Rl a. -11/26/2013 ERD(7ST 6049)! . P{iysiea(Propertles' P45270 05;1A OSJ12/2014 ERD(TST 6044] •- ;Phys�cai Properties. 60 Q 07141 09/08/2014 ERQ:(TST6039)' Physiai Properties 602009142 09/08/2014 ERD(TSl 6049] Physics)Properties..` :6070 09 144 ° 09/08/2014 ERD(TST6049) �Physicai.Prpperties 6020.05:14-4" 09/08/2014. ERD(fST 60?{9)" Physical Properties �-6020 09:14-5 -09/08/2014 EAD:(TST"6049j. lPhysical Properties 6020.09."14-6 09/08J2014 " ERD(TST6049) Physical Properties= �F�4652010'14 �10103J201d ERO TST 6049) physical"Propettie P43290.1014 10/17/2014 ERD.TST 60$91 Physical.Properhes,�` ° `PLYG SC7S50 0315: 03/24/2015 ERD(T5T 6049); Physical Propertied P40390,04.1S 04/03/2015 E(tD,(TST 6049), Physical;Properties; 0443601014-R1, 05y18/3015 6Ri7`(T5T`604J) Physical Propetties_~°` ` PLYG SCE080 0515 05/20%2015 ERD(TST 6049} Wind Uplift' PLYG 508905 05af 1 " 05/17/2016 ERD'(•TST:6049) , Physical Prope#les PLYG sc8080 07 16 07/16/2016 ERD(TST6049) WindUplift PLYG-Sc1202S 10.iK =10/1212016 ERD�(TST6649) Physical Prop&bes. = PLYG SC130401216 �` `12/27/202`6 ERD{TST 6049j Physical Properties PLYG Sc11900 0317 x' 03/SO/2017 ERDs(TST 6049) Phys�cal,Properties' •PLYG 5012115 081<, A8/081?011 " . iCC-ES(EVL,2"396): •_ . IBOCampliance .".: : ` :° ESR;=1697:', .; `. 11/01/2014 Miami-Dade(cER.1592). HUNZ Compliance: ;: Ni9A 14-0712.08° 01/22/2015: Polyglass USA Ni anufacturing'Affidavit, Products cu,urrent: Polyglass U5A` P/L<Affidavit Mule HIde:Cross.ltg ., 103/01/2008 Polyglass USA_ ° `" Materials Affidavit 'Polystick.SA"Compburid• .,08/18/12011 UL,LLC.(QUA9625);, ;Quality Control �� "„`:` ServiceCotfirmatior;; " "lisp 10/05/2018 4. PAb6ucr.Dt9cMpTIdNi aha � �{ tined a1Li wa: RM. 4.1.1 Elaistoi iseis a fibergiass'ret,nforced,.S9S A dified bitumen base-. eet 4,LZ 'Elastolik" P is a:pnlyester=reinforced,SBS'rrfodif{ed bitumen basrs sheet 4.1.3" -Po G2 Base is a fiberglass-reinforced,as'ihaltic basesheet: 4.1.4, ,Polyglass APP Base,is.-a fiberglass reinforced,APP modifie i bitumen base,sheet.: ° - '3. �. y ®RO yr�tentS� - .• �'}` `^", z. 'ask yr .n. -...,�.> _ .�. .�., nh- c .a lass• 4:2.1 , PdlVWck.MT5 ear Poiyst ck3 MlfS PLU5 ts:a,norninz l"GO mil thicR rubberized asphalt waterprcioifit g membrane,'g. fiber reinforcr:d,surfaced with:poiynlefiriic'film,'surface,`meets iRSAJIAl April 201 .. Polystick IR Xe is.;a nominal ii0 rrtil thick;rubberized asphalt,waterproofing"membrane;g{ass fiber reinforced,with"an. aggregatesurface;,meetsASTM D1970 4.2.3 Polystick"IU Plus=;is"a:nominal 80=mil thick<rubberizedasphait`v raterproof ng membi ane;"glass f3lier reinforced,with:a, polyester-fabric surface .meets A5TM D1970 and`PRSAj*R Apri1;2.012: NEMO ETC,LCt: Evaluation ReportD1206D:02.09=834. cert!Icate o Authorho6661132455 6'"EC11 f10N 2017 f8C{VON t1VHZ EVALUAtiON FL52s9-R28 °Polyglass Roof U6deraayments.(958)2331230 Reuistom.2d 01/24/2018. Page 3 of 14 NEW]etc. 5.5 Allowable Roof Covers: F Woad Shakes Underlayment' Asp)talt shingles Alai)t7n Tfle Foam-bn T,ile Metal 51afe a>t Shingles: Flastobase Yes "Yes Yes: ,-- Yes Ves, Yes. (Mse Sheet lira plysy"stenij iBase sheet tti 2.ply system); Flastobase P Yes - Ye lease sheet i es m Yes s Yes Yes Y In Y:pty system). (azse Sheet m 2>PX system). P.olygiassG2,Base No asesheefmz•pfysys Yes' Nn Ni A Yes (0 tem) -(easesheetla'2-ply system)'_ Polyglass-APP:Base No Yes Yes No, No No" (Base Sheet Int=pWsystem), (BaseShcetInZP1'lsystemI Polyst(ck MTS rpt NETS PLUS _Yes Yes No: = _- . Yes" Yes Yes Polystick IR-Xe- Yes Nd Na No• Yes Yes Polyst)ck TO P' �,No Yes 'Yes {see 5.51} No. No No Rolystack TU Plus Yes. Yes Yes {see 5.5.1)= Yes Yes Yes Vs i?ol "tick TU MaSI • � :No _ ;: Yes Yes.(see 5:5x),_-,. -,Yes Polystick Dual Pro. `" .,..-,� yes�� __. :�, ...No... ." ': `�Nay";_- - Yes", es :: Yes, Polystitk Tile:Pio, �. Yes-: Yes Yes>(See 5e511 Yes Palysti�k MU•X:. Yes . No. NOI ,. _ .. ElastofiezS6G Yes Yes Yes, No ._ ... .. Ye"s_- Yes;:. Elastoflez S6 GFR '` Yes,' :Yes., , - No;.-. _ �,No , _Yes Yes Elastoflex Gfi0 :Yes m _, "Yes. Ves'(See$;5.1), No Yes `Yes Polyflex'G _ -. "yes._ yes",_ ,.... -Yes(See,5.SA),- No. Yes_ yes, Polyflex G FR -- -.. - ;Yes. Yes; No __ No, Yes Yes Pohrflex SAP or SAP FR' 'Yes Yes, Yes (5ee55:1):. No: Mule-Hide SA-APP Cap Sheet . . Yes Yes," Yes-(See 5.51) NO Yes Yes or SA.APP Cap.theet'(PR) 5,5.1 "Foatri:;Ori Tle"is limited t©Use,of the following Appravetl file adhesives./'under(ajrrnent combinations: r 01" a, * .�. a..o�. �� '� w;�-. i 7 flolida Product Adhesive• Und'd4meni Approval DAP Foam Touch,n Seal 5tbrm8ond Roo# FL14506 Polystick-TU PlUs,:klystick TU Max' Tile Adhesive Dow:TileBon l'"'. FI 22525 PolysYick TU P,Polystkk TU:PIus,Poiyflex:SAP-or Tile Pro Polyst)ck-TU P,"Pnlysiick TU.PIus,Polyst(ck TU Max,E,4lystickIile Pro; !CP Adhesives'P`oiysete AH=160 L"b332' E(astafl6k G TU,;E6itoflez Sb G,Polyflex G,Polyflex SAP;Polyflex SA.Cap FR, MUW-Hide SA-APP:�`CapSheet or Mule-,Hide SA APP A Sheen{FR)", Polystick TU P,Polystick'TU'Plus,PolystickTU Max,06Cystick:Tile Pro; 1tP ldNesives Poiyset®ATA-1F1b276 ElastofiexG TU,Rlastoflex S6 G,Ptiijrfiex:G,Rolyf(ex;SAP,Polyflex SA;Cap FR, - : (Mule-Hide SA-APP`Cap Sheet or Mute-Hide SA-APP•Gap Sfieet`{PR) °° Refer to-Tile Wnufacturer's or.Adhes ve-Ml nufaeturiWs Florlda'Product,Approva(forderturning Morhent f{esistahce Performance., IVEMO ETC,LLC,:. Evaluation Report,P12060.02.09=04 Genijlcate"ofAnthori atlonk32.455 a EiaiT ON.(2017)FBCNON HVHZ EVALUATION,: FL5259-R26 ;Rolygiass Robf Underlaymerits;,(954)333=1290 Rev)s(bnI4:'01/24/20].8 .Page SW 14 • - _ `•NEMS�'�tC. ,Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all Variations),,Dual Pro-Tile_Pro,:Polyflex SAP or°SAP FR;;Mule=Hide SA-APP."Cap Sheet`or.SA-APP Cap Sheet. (FR)self'adhered to:r >',"'New-untreated plywood,ASTM'D41 primedinew untreated plywood;EXIst{ng,piywood ASTM D41 primed existing plywood; New?<or existing,�unprrmed".OSB; ASTM .- prirne'd t3SB;_Southern'Y.eflovirPin e,:;A5Tlvl D41 pr'i.med �" 5oirthern Yellow Pine; ASTM':041, primed 'structural. concrete,.,Huber Engineered'Woods "ZiP.System" panels .(designed and iristalled,to mee#wind loads for"protect).: Note:Polyglass does not:regulre"•prlming4 new or'exisiting piyw ood.or'OSB sheathing. NeW of existing,plywood or OSB sheothing.shoiild'be cieoned`of.oil dirt and;debris:prior to application."of Ppolystick merribeanes.' Elasfoflex G TU;Eiastoflex S6 G or Elastofl'ek 56G;FR in.hotaspffbit,tt : ASTIVI'D41:primedstructural:concrete " Pdlyhex.G-or Polyf{ex G'FR tarch-applidd to: >, ASTM b4l�primed„structural concrete 5.6:2 - Bo►dA6-; `sulation,” Rolystick:(all variations),.Polyflex" l*or SAP,,FR;Mufe=Hide SA=APP Cap'Sheet or 5A APP,Cap Sheet(i ft)'self.adhered to ➢"ASTM 01289,,Type Il,.Class 1 pol-socyanurate',or Type .V"polylsocyanurate-composite'-insulation; ,D'en's[Seek DueaGuard;,Dens Deck Prime;.or SEGUROCK-Gypsum-Fiber Roof Board: ,Elastohex G TU,Elastoflex S6 G offlastofiex 56 G FR in hot,asphaitjtgt `Dens Deck Prime or�SECUROCK�Gypsum-Frber.iYoof Board. • , Polyflex•.G or Polyflex G,M torch-applied'to: .'ASTM D41 primed structural concrete;Dens Deck.,Priime;or Skok,OCK Gypsum-Fiber Roof.Board: For iristailatiori under. niechanicalfy attached prepared roof coverings; insulaiion,:shall'be attached':per minimum... requiremerits.of the prepared-r66,if coVering,iAonufa`cturer's Product Approval. Eor installations under foam-on tilt systems,insulation-,attachment shall be,designed'by a qua{rfied design^professror al and ihstalfed based ori`testing;of the�insulatipn-/uno,, elayinent'systern, elk, fib FBC Sectii n 1504:3.1. 5.6.`3 Bond.to Mechariicaliy Atta6bed base laver, Polystick`(all variations);,'Polyflek,SAP ot;'SAP FR,`Mdi --Hine SA-APP Cap.Sheet,orsA APP.Cap Sheet(FR),bual.Oro,6r Tile Pro"self-adhered?to: D 'ASTM D226,Type I:or II felt;Elastobase;Elastobase P or Mule=Hide.Nall Base. Elastoflex G,30,E{a'stof iexS6 G or_Elastofiex 56 G;FIi rn hot.asphaltao:' D ASTM,D226,Type l'or It felt,Ela"stobase;E{astobase p,Mule 000 Nall;Base`or Polyglass:GIgafse:-: , Polyftex�=G or Polyflex G'ER torch-applied to: . :➢ Elastobase Elastobase P;Mule=Hide"Nail Base;,Polyglass'G2;Base or Pplygfas`s AWP Base:: Por installations.under mechanically attached•prepared.roof covermgs,.;6ase layer shalt be attached per minimum codified regtiirements. ,For instalfat�ons'under foam on"trle systems;. base:layer shall be "attached:per"minimum ri3quirements of FR5A/TRI April 2012(04-12);Appen ix A,Table 1,or, listed in Secti6n,*SA4`hbrein;-or as tested'in accordance with,,FB.0 Section 15.04;3,1 NEMOXTC,CLC; Evaluation.Report`P12060.02.09•R24 Ce4cate of Authorization#32455 ii"'EDITION(2017)FBC'NOWNWi EVALUA71ON FL5259-Rig ,Pgwi!ass Root Undei layinents;{950)733=1230'. Revision 34:o y24/zoic Page 6 of 24 3/25/2019 Florida Building Code Online OEM BCIS Home Log In User Registration + Hot Topics I Submit Surcharge ! Stats&Facts Publications ( Contact Us BCIS Site Map 1 Links ' ASearch t'da Product Approval .USER:Public User ap r g rf Product Aooroval Menu>Application Detail FL# FL18355-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. gg�� Address/Phone/Email PO Box 1404 in ll'"6r.'7IE ED Fw"""R Joplin, MO 64802 �f'6 C (417)624-6644 Ext DF �® �Ih� �G kerri_eden@tamko.co "� 1Z.0 Ln ACIE COUNTY Authorized Signature Kerri Eden kerri_eden@tamko.com l!� Technical Representative Kerr! Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001,4 2017 FBC Eval Report ingles final j2d Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.P.Lf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2Xu9wuWmY6pQlJlukQ%3d%3d 1/2 3/25/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Sh'ngles finaLPY f - Created by Independent Third Party:Yes sack Fext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QQy Lght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: I http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2Xu9wuWmY6PQIJlukQ%3d%3d 2/2 CREEK Certificate of Authorization No.29824 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 0'Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA962.5) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES En& Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 ' 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 .ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1OCA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite Glass-Seal® 12-1/4" x 36 ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 346i, Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158; Class H fiberglass (Dallas,Frederick, reinforced,, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@Woodgate 13-1/4" x-39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM.D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. T131315001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. Gp TAMKO BUILDING PRODUCTS IZ K Asphalt Shingles TECHNICAL SERVICES,LLC eritage@ Basic Wind Speed(Vit): Max. 194 mph (Dallas, Frederick,Joplin, asic Wind Speed(Vasa): Max. 150 mph Phillipsburg&Tuscaloosa) eck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZONE COMMON BOND fi-1/8" EXPOSURE I;- S' 11L [+r- 12-1/211-►�- 12-3/8" -►�- 12-1/2"-►� �1" Figure 3. Heritage@, Heritage@ Premium,and Heritage@ Woodgate(Dallas) 4 Nail Pattern.(non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND n i EXPOSURE 3-31W i"-'--►� �-T-1/2' 1-T-112°-►h-T�VB"-�-T-1/2"-►�-7-112"- �f—'1" Figure 4. Heritage@&Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC NAIL ZOIVIJ 1 P All Figure 5. Heritage@ Woodgate 6 Nail Pattern #f1"6i � 12t12"--=► ii 11/2x= 11"1 �- j ,' ®tCommon Bend f � Figure 6. Heritage% Heritage@ Premium,&Heritage@ Woodgate Alternate 6 Nail Pattern ' } P�� h ..:'ea--�r. ..a.�,-� �+:,• cx.�•' z® .?,.u .:�r.s�.�-xrw=if' �>'��.�; :�[;€3 - 'LlNt ,� f i a 1FASCGN EP'fA13LE ,,. v F 3 uya. TER 110,ATION� k xMOy NOT FASTEN AI:C) Y EDGE ',OF "t�t)IVi�QN�Bt�f�IC)� � s � �• �, ��v � :�. �P,REFER�i�D 2FAST'ENirRf Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and 6 may be placed in the nail zone.as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes1hat are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with ,FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE! FASTENERS COMMON BOND 5412° WGISURE Y Figure 10. .Heritage@ Woodgate(Frederick) 4 Nail Pattern (non-HVHZ.only) NAIL ZON El FASTENERS COMMON BOND t 5'112" EXPOSURES" t Figure 11. Heritage@ Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. i CRK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vu,t): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind tart h5-1/8" exposure erew— _� II Start Figure 1 here 5-1/8"exposure lot 14 Fastener Fastener Figure 2 �•1/4" Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. _ Florida Building Code Online Page 1 of 2 RegulationFLORIDA,DEPARTMCNT OF Business & Professional �a�mr�r BCIS Home 1! Log In I User Registration j Hot Topics Submit surcharge Stats&Facts Publications i Contact Us BCIs Site Map Links ;. Search Florida r *Product Approval IUSER:Public User xyxn w*rs Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL1654-1124 Application Type Revision Code Version 2017 Application Status Approved REVIEWED FOR Comments CODE COMPLIANCE , Archived ST. LUCIE COUNTY Product Manufacturer POLYGLASS USA BOCC Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert malpert@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 1 MAlpert@polyglass.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity' UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W.Knezevich,PE M Validation Checklist-Hardcopy Received Certificate of Independence FL1654 R24 COI 2019 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 UL1897 2012 Equivalence of Product Standards Certified By hMs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gvgqu2w%2bnF... 7/3/2019 r Florida Building Code Online Page 2 of 2 r Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC Approval 04/19/2019 Date Approved 06/18/2019 Summary of Products Model,Number or Name Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654- Approved for use outside HVHZ:Yes R24.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes Other:1.)The design pressure in this application Evaluation Reports relates to one particular assembly over concrete FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MO BIT FL1654- deck.Refer to the ER Appendix for other systems R24.pd and deck types.2.)Refer to ER,Section 5 for Created by Independent Third Party:Yes other Limits of Use. Back Next Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooydaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please clidc here. Product Approval Accepts: ®®FIX W Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 7/3/2019 ONEM-0jetc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11 ID Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14 11' Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22 1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 29 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32 28 Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53 413 Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59 513 Cementitious wood fiber New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60 5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61 5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 61 5E Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 62-64 68 Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64 6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69 7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-1122 for FL1654-R24 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 69 ONEMOletc. 3. Unless otherwise noted,Insulation maybe anyone layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square. D Dow INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢OMG OlyBond 500(013500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced. D OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢Note: When multiple layers(s)of insulation and/or coverboard are installed In ribbon-applied adhesive,board joints shall be staggered. ➢Note: The maximum edge distance from the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min.0.5-inch thick) ➢OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢OMG OlyBond 500(06500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL) ➢OMG OlyBond 500(013500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II) ➢ ICP Adhesives&Sealants Polyset CR-20: MDP -117.5 psf (Min.1.0-Inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and 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 ANSI/SPRI WD3,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL3654-R24 Certificate of Authorization#32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 69 e lr , r�. ONEMOjetc. 14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. POLYGLAss ROOF COVERS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes. Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0 SBS-CA1 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS gal/square G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex SBS-AA 56 HP,Elastoshield HT Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Elastoflex V,Elastoflex V G.Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G, lbs/square Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT (SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Torch-Applied Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR 5BS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering 1 BS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase(poly/sand)or Elastobase(poly/poly). PG350 at 1.5-2.0 APP-CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Poly-flex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR APP-SA Cap Ply Polyflex SA P.Polyflex SA P FR,Polyfresko G SA,Polykool (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase(poly/sand)or Elastobase(poly/poly). NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-1124 Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 69 ALI WMEMO etc. TABLE 11: ... DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F: . BONDED ROOF COVER System Deck(Note 1) Primer Roof Cover(Note 15) MDP(psf) No. Joint Treatment Base Ply Ply Cap PiY APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled Into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 52.5 W-182 CAT,0.418 in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA Exposure S OSB Min.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -90.0 W-183 plywood None None TA,APP-TA TA,APP-TA W-184 Min.15/32-inch (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 plywood Min.15/32-inch SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- 97 5 W-185 plywood PG100 None TA,APP-TA TA,APP-TA Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-186 (Optional)PG100 Elastoflex SA V FR TA,APP-TA TA,APP-TA plywood place to create continuous bond. W-187 Min.15/32-inch POLYBRITE 745 or None SBS-SA (Optional)SBS-SA,SBS- SBS SA,APP-SA,SBS- -105.0 plywood WB3000 TA,APP-TA TA,APP-TA in.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA;APP-SA,SBS- 135.0 W-188 (Optional)PG100.plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA W 189 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Pius,rolled into polyflex SA Base (Optional)APP-TA APP-TA 135.0 plywood place to create continuous bond. NEMO ETC,LLC Evaluation Report P9290.02.08-R22 for FL1654-R24. Certificate of Authorization#32455 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 22:04/11/2019 Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 29 of 69