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OR BOOK 4282 PAGE 1644 i RECEIVED JUL :0 12019 ST. Lucie County, Permitting i Prepared h and return to: Nlga L.Ferraro,Esq. President Nina L.Ferraro,PA,a Florida corporation 943 SE Central Parkway Stuart,FL 34994 f 172-324-2m Fild Number: 3456 Will Call No.: CONSIDERATION$60,000.00 [Space Above This Line For Recording Data] I Warranty Deed - 1 This Warranty Deed made this 31st day of May,2019 between Thomas P.Fleming,a married man whose post office address is 4 Dudley Lane,Larchmont, NY 10538, grantor, and Michael Marontate and MaryCatherine Marontate, husband and wife whose post office address is 22200 W.11 Mile Road,#2744,Southfield,MI 48037,grantee: (whenever used herein the terms"grantor"and"grantee"include all the parties to this instrument and the heirs,leo representative4 and assigns of individuals,and the successors and assigns ofcorporations,trusts and trustees) Witnesseth,that said grantor,for and in consideration of the sten of TEN AND N0/100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged. has-granted,bargained, and sold to the said grantee,and grantee's heirs and assigns forever, the following described Iand, situate,lying and being in Saint Lucie County,Florida to-wit: The North 12.29 feet of the West 3.20 feet thereof a portion of Unit 8,HARBOUR RIDGE PLAT NO.2,according to the Plat thereof as recorded in Plat Book 24,Page 5,of the Public Records of St. Lucie County,Florida, and Unit 9,GREENBRIAR VILLAGE,HARBOUR RIDGE PLAT NO.2, according to the Plat thereof, as recorded in Plat Book 24, Pages 5, Public Records of St Lucie County, Florida; LESS AND EXCEPT the following described property, to-wit: Beginning at the Southeast corner of said Unit 9,thence N 26 degrees 09!02"W along the Easterly line 4 said Unit 9, also being the Westerly line of Unit 8,for a distance of 45.32 feet to the Point and Place of Beginning; thence S 63 degrees 50'58"W,a distance of 2.79 feet;thence N 28 degrees 15'33"W,a distance of 13.01 feet;thence N 63 degrees 50'58"E,a distance of 3.27 feet to a point on the said Easterly line of Unit 9,Westerly line of Unit 8;thence S 26 degrees 09'02"E,along said line,a distance of 1.3.00 feet to the Point and Place of Beginning. Parcel Identification Number:4425-701-0045-000-6 Grantor warrants that at the time of this conveyance, the subject property is not J the Grantor's homestead within the meaning set forth in the constitution of the state of Florida,nor s.it contiguous to or a part of homestead property. Grantor's residence and homestead address is:4 Dudley Lane, Larchmont,NY 40538 Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfwly seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,7018. OR BOOK 4282 PAGE 1645 Signed,sealed and delivered in our presence: ] 4P 14le Lra X (Seal) Witness ame: ho s P.Fleming Witness Name: State of t)eo V6, K County of ' cAf A The foregoing instrwnent was acknowledged before me this o-� day of May,X019 by Thomas P. Fleming,who dis personally known or Lj has produced a driver's license as identification. (Notary Seal] Notary Public Printed Name: CA.0 MICHAELA LALLA Notary Pubfic.State of New York M Commission Expires: Reg.No.01LA6335416 y XP Qualified in Putnam County Commission Expires 01/11/2020 I I I I I I _ I Wotraivy peed-Page 2 ! Double75me° I OR BOOK 4282 PAGE 1646 ` I I APPROVAL OF TRANSEM KNOW ALL MEN BY THESE PRESENTS: That,pursuant to fhe'Covenants and Restrictions of HARBOUR RIDGE,as recorded at Official Book 434, Paggs 2913, on 6-14.84, public records of St. Lnele County, Florida, HARBOUR RMQE PROPERTY OWNERS ASSOCIATION,INC.,by and through its Board of r Directors, does,by these presents, approve the transfer of 2116 Greenbrier Lane,Greenbriar Village,HOA,Ing and Harbour Ridge Plat No.2, N 12.29 FT OF W 3.20 FT OF UNIT 8 AND UNIT 9-LESS BEG AT SE COR UNIT 9 RUN N 36 09 32 W ALG ELY U UNIT 9 45.32 FT TO POB,TH S 63 50 58 W 2.79 FT,TH N 2815 33 W 13.01 FT,TH N 63 50 58 E 3.27 FT TO PT ON E LI OF UNIT 9,TH S 26 09 02 E 13.00 FT TO POB,according to the Plat thereof on file in the Office ofthe Clerk of the Cireaft Court in and for St.Lucie Conary,Florida,recorded in Plat Book 24,Pages S,5A-5E. FROM: THOMAS P FLEMING TO. MICHAEL AND MARY CATHERINE MARONfATE c , HARBOUR RIDGE PROPERTY OWNERS ASSOCIATION,INC.further certifies that Michael Marantate has been approved and accepted as a member of Harbour Ridge Yacht and Country Club,Inc. 1 IN WITNESS WMMF, HARBOUR RIDGE PROPERTY OWNERS ASSOCIATION,INC.has caused time presents to be executed this 231A day of May,2019.. Signed,sealed and delivered HARBOUR RIDGE PROPERTY in presence OWNERS AS CIATION,IN - ' By. Timothy o President VM:ki William IL Holmes,Secretary (STATE OF MORIDA } (COUNTY OF ST.LUCIE ) (CORPORATE SEAL) Before me,personally appeared Timothy P.Powers and William K.Holmes,to me well known,and known to me to be the individuals described in and who executed the foregoing instrument as President and Secretary respectively,of the above named HARBOUR RIDGE PROPERTY OWNERS ASSOCIATION,INC.,a corporation,and severally acknowledged to and before me that they executed said instromerd as such officers of said corporation and that the sear affixed to the foregoing instrument is the corporate seal of said corporation and that it was affixed to said instrument by due and regular corporate authority,and that said instramenti is the free actand deed of said corporation. Witness my hand and official seal this 23'd day of May,2018. _ MIM A.Saunier om=ssfon#GO 061648 5N1aM A,SAU.'aEGGIR: gmt--, GG G61rrr5my Gamin Fxp�mss1'2G2t tary Publte 10/5/2018 Florida Building Code Online • BCIS Home I Log In I user Registration I Hot Topics Submit Surcharge Stats&Facts Publications i I Contact Us BCIS Site Map' Links I Search d. Florida ' r ' RN Product Approval USER:Public User Product Approval Menu>Product or 601ication Search>Application List>Application Detail FL# FL21388-R RECE1VE—D w Application Type Revision Code Version 2017 J U L 0 '4019 Application Status Approved ST. Lucie CYj�iriL Comments Archived Product Product Manufacturer AYDynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart,FL 34997 (772)872-8030 juan@dynamicmetal.net Authorized Signature Juan Martinez juan@dynamicmetal.net Technical Representative ®C\/ ® ��� Address/Phone/Email illi Tiq CODE COMPLIANCE Quality Assurance Representative ST. LU CIE COU 'Y Address/Phone/Email © 4J 6d G Via ®CC i Category &kfRoofing Subcategory Metal Roofing 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 the Scott Wolters Evaluation Report Florida License PE-62354 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Lucas A.Turner,P.E.,MBA Validation Checklist-Hardcopy Received Certificate of Independence FL21388 R2 COI Dyn COI.pdf Referenced Standard and Year(of Standard) Standard Year ULS80 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:/Iwww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgve007nSKOaGDhTyMBF%2fiJcrYg5xn njmMH%2fYelEuxNQ%3d%3d 1/3 10/5/2018 Florida Building Code Online Date Submitted 06/20/2018 ' Date Validated 06/20/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 I Summary of Products FL# Model,Number or Name Description • 21388.1 1"Nailstrip-24 Ga Steel Galvalume 1"Nailstrip,24 Ga Steel Galvalume non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213881D.pdf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-206 Evaluation Reports Other:Fasteners at 6"OC and 6"from ends. FL21388 R2 AE 213881E.pdf Created by Independent Third Party:Yes 21388.2 1-1/2"Nailstrip-.032 Aluminum 1-1/2"Nailstrip,.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213882D.pdf Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-168.5 Evaluation Reports Other:Fasteners 6"OC and 6"from ends FL21388 R2 AE 213882E.Ddf Created by Independent Third Party:Yes 21388.3 1-1/2"Nailstrip-24 Ga Steel 1-1/2"Nailstrip,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ:No FL21388 R2 II 213883D.pdf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-153.5 Evaluation Reports Other: Fasteners 6"OC and 6"from ends FL21388 R2 AE 213883E.pdf ' Created by Independent Third Party:Yes 21388.4 1-3/4"Snaplock-.032 Aluminum 1-3/4"Snaplock-.032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213884D.pdf Approved for use outside HVHZ:Yes Verified By: Scott Wolters 62354 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-191 Evaluation Reports Other: Field Installation Uplift DP: clips at 16"OC and 4"from FL21388 R2 AE 213884E.pdf ends equals 146 psf(includes FS=2); Comer Installation Uplift Created by Independent Third Party:Yes DP:clips at 8"OC and 4"from ends equals 191 psf(includes FS=2) 21388.5 1-3/4"Snaplock-24 Ga Steel 1-3/4"Snaplock,24 Ga Steel non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213885D:pdf Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N?A/-243 Evaluation Reports Other: Feld Installation Uplift DP: Clips at 16"OC,equals FL21388 R2 AE 213885E.Ddf -176 psf(includes FS=2); Comer Installation Uplift DP: Clips at Created by Independent Third Party:Yes 8"OC,equals 243.5 psf(includes FS=2) 21388.6 5V Crimp-.032 Aluminum 5V Crimp, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 R2 II 213886D.pdf Approved for use outside HVHZ:Yes Verified By:Scott Wolters 62354 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-183 Evaluation Reports , Other: Fasteners at 12"OC and 6"from ends. FL21388 R2 AE 213886E.pdf Created by Independent Third Party:Yes Eack Piext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrinht 2007-2013 State of Florida.::PrIvaGY Statement:I 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 https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgve007nSKOaGDhTyMBF%2fJcrYg5xn9!njmMH%2fYielEuxNQ%3d%3d 2/3 1 i OLTE S ENGINEERING ENGINEERING,DRAFTING,CONSULTING 15211 971h Road fel West Palm Beach,FL 33412 ' PhIFx:(561)225-1982 PRODUCT EVALUATION PRODUCT: 14—DYNAMIC 1314' SNAPLOCK 24 GAUGE STEEL ROOF PANEL(FLPA#21388.5) MANUFACTURER: DYNAMIC METALS, LLC 340 PIKE ROAD WEST PALM BEACH, FL 33411 To all concerned, The Dynamic 1%"Snaplock 24 Gauge Steel Roof Panel, manufactured by Dynamic Metals LLC, is a non- structural galvalume coated steel roof panel (50 ksi min) that meets the requirements of Section 1507.4.3 of the 6th Edition (2017) Florida Building Code. The panel has been tested per UL580-06 by Intertek-ATI, with results shown in test report G3443.03-450-44, Technical Documentation: 1. Drawing "SLS18"dated 6/18/18 , signed and sealed by Scott Wolters, PE. 2. Test Reports listed above by Architectural Testing, Inc.signed and sealed by Charles Anderson, PE. 3. Supplemental Calculations to support"SLS18"drawing,signed and sealed by Scott Wolters, PE. I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). Based on the limitations listed below and those provided in the documents above, this product meets all the requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, for use outside of the HVHZ. j Limitations: This panel is approved for use outside of the HVHZ, Overall Limitations: Maximum Panel Width: 18 (nominal) Minimum Rib Height: 13/4' Clip Anchors: 18 Ga galvanized steel, 31/2"long (Panels overlap with male/female snap fit) Field Installation Maximum Design Pressure: 176 psf. Maximum Fastener Spacing: 4"from ends!, 16"O.C. Min. Panel Fastener: (2)#10-9x1" Panclip MTW fast's per clip 5nCIALIZING IN 1M ACT FF,515fMf CU°TAINWAI.5,5f0MFP0N'f5, $ WINPOW5 I Perimeter & Cornerinstallation MaXin'lurn Design Pressure; 243.5 psf. Waximum Fastener Spacing: 4"from ends,;8" O.C. Min. Panel Fastener: (2)#10-9x1" Panclip MTW fast's per clip • I Underiayment;' 1 layer of 30 Ib. organic felt paper with 4"overlaps (or) Any underlayment with a valid FLPA or Miami-Dade NOA Fire Barrier; 1 layer of VersaShield with 4"overlaps (or) Any fire barrier with a valid FLPA or Miami-Dade NOA Minimum Substrate: %2' (15132" min)4-ply CDX Plywood, nailed to 2X rafters spaced 24" max. O.C. with 8d ring-shank nails spaced 4"O.C. I Other Limitations; Roof slope must meet requirements of FBC Section 1507.4.2. Fire classification is not a part of this evaluation. Shear diaphragm values are not a part of this evaluation. Design of substrate is by others and is not a part of this evaluation. If you have any questions or need more information concerning this approval please contact me. i Thank you, O(JT Scott Wo ters FL PE# 62354 0- 'UN 10 71+i .,,'.Fd `,�I`'�r'•.v '�yam.. b'dYjaes7:d:�`' C CIr J-1%IN,-IN IMPAC1 Gf 51ST P:N 1 O Ir rAI1\fVj 1.i.. ,5,1'C � � � " ur cn CD CL co CD co ^ SCO VVOLTERS '[DYNAMIC METALS Fl-rPE#62354 iL WOLTERS ENGINEER NG 340 PIKE ROAD dynomicmeral.ner (CoAl 21.194).. . . . ' 'vww, 15211 97TH lzWEST PALM BE WEST PALM BEACH,FL 33412 ACH,FL 33782 FAXi(561)629-729! 'IST SUBMITTAL 5/18 181 PH:(561)69-7288 EMAIL:mfoCOdynom,civetal.net (531)225-1982 ,-S,Z PRINTS ISSUED FOR REV..- DATE | 51211/2019 Florida Building Code Online m�: ,�'µ �' �cwiF�.'.. lvry'7 ,. .a •g,'., �'4.t `�2 £^ ` , .� .o o . SCIS Home Log In j User Registration i Hat Topics Submit Surcharge I Stats&Fads Publications Contact Us I Bas Site Map Unks. Search i Florida a* s Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# L11602-R7 Application Type Revision Code Version 2017 RECEIVED Application Status Approved JUL 0 1 2Q19 Comments Archived ST. Lucie GOLIRV,,rGrM00g Product Manufacturer Owens Coming Roofing and Asphalt,LLC Address/Phone/Email One Owens Coming Parkway Toledo,OH 43645 (740)321-6345 Greg.Keeler@owenscoming.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com He Copy Technical Representative Greg Keeler I� Address/Phone/Email 2790 Columbus Road RREPl�/7 IE EDv F®Irl (740)Gr-driv1321-6345 lle,OH 023 00""®E %"O'® PLIANAC greg.keeler@owenscomi Eo LUCE COUNTY Y Quality Assurance Representative �] BOCC 9 CI Address/Phone/Email Category Roofing Subcategory lJnderlayments 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 the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11602 R7 COI 2018 01 COI NIEMINEN.pdf I Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226(physicals) 2009 ASTM D4798 2011 FRSA/TRI April 2012 2012 TAS 117(B) 1995 Equivalence of Product Standards Certified By httDsJ/www.floridabuildino.ora/Dr/Dr aoD dO.asox?oaram=wGEVXQwtDgsQFc5K%2tTrZeHYB7UCe5KMr5EmR4WmLet7oKP1fTBaeQp/o3d%3d 1/2 1 5/21/2019 Florida Building Code Online Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 08/16/2018 Date Validated 10/08/2018 Date Pending FBC Approval 08/23/2018 Date Approved 10/18/2018 Summary of Products FL# Model,Number or Name Description ;Ile I 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL11602 R7 II 2018 09 FINAL2 ER OWENS Approved for use outside HVHZ:Yes CORNING FL11602-R7.Ddf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-45 Created by Independent Third Party:Yes Other:1.)The design pressure noted herein pertains to use of Evaluation Reports a specific underlayment system beneath foam-on tile sytsems. FL11602 R7 AE 2018 09 FINAL2 ER OWENS Refer to ER Section 5.6.3 for details.2.)Refer to ER Sections 5 CORNING FL11602-R7.pdf and 6 for other Limits of Use. Created by Independent Third Party:Yes BacEr ttiext• ContactUs::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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 publicrecords request,do not send electronic mall 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 dick here. Product Approval Accepts: WEECAEC. Credit Card Safe hftnc•//vjwwflnririahitilrfinn nrn/nr/nr ann riff men n�r�m=vu(�Ft/YnurtrinenGr SKo/�fTr7nl IVR71 I!`n�tCnn�G...r7A..+..i a*7..Eln�+To..no%o�o%o.� nen i i EMO(etc. Certrfrcate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT i CERTIFY Owens Corning Roofing and Asphalt,LLC Evaluation Report I11.980.11A8-R8 One Owens Corning Parkway FL11602-R7 Toledo,OH 43659 Date of Issuance:11/03/2008 (740)321-6345 I Revision-9:09/14/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 Nieminen, 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 6u'Edition(2017)Florida;Building Code sections noted herein. I (DESCRIPTION: Titaniurrff Roof Underlayments WeUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPuANcE: This Evaluation Report is valid until such time as the named products)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 Nieminen,P.E.of any changes to the product(s),the Quality Assurance or the production facility location(s). NEW(etc.requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. i ADVERTISEMENT:The Evaluation Report number preceded by the words "NEMOI etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: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 1 through 7. Prepared by: _ S J ..fC.,4 Roberti.M.Nieminen,P.E. ';o•:;� o;�: . ^ -2,Mcsti-„ The facsimile seal appearingwas audwrized byllobert Florida Registra#on No.59166,Florida DC4ANE1983 t+i;;�;;^,n �" Nieminen,P.E on 09/14/ZOS6 This does not serve as an electron1callyslgned document CERTIFICA"Ofli OF INDEPENDENT: L NEMO ETC,LLC 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. MEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributingproducts it evaluates. 3. Robert Nieminen,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. i 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity Involved ed in the approval process of the product. 5. This is a building code evaluation. Neither MEMO I etc.nor Robert Nieminen,P.E.are,in anyway,they 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. l (NNEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing' Sub-Category: Underlayment Compliance Statement: TitaniumTM'Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the Intent of the following sections of the 6a'Edition(2017)Florida Building Code through testing in accordance with applicable sections the following Standard's. Compliance is subject to the Installation Requirements and Urnitations/Conditions of Use set forth herein. MMM Section Pra a . EM. Standard � • Year • 1507.1.1,8905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties. FRSA/TRI April 2.012(0412) 2012 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull-through resistance TAS 117(8) 1995 .En�•t( Examination • Refdrence-• Pike, ERD(TSM6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14/2010 ERD(TST6049) Physical Properties 135520.06.11 06/15/2011 ERD(TST6049) ASTM D226 138010.08.11 08/11/2011 ERD(TST6049) Wind Uplift 195520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 175(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS(TST1509) Physical Properties 3126617COQ 005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 j 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017 PRI(TSTS878) ASTM D1970;Tear strength OCF-33402-02 1 10/03/2017 PRI(TSM878) FR5A/TRI April 2012(0412),partial OCF-343-02-01 11./09/2017 PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(8);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TR1 April 2012(04-12),partial OCF-425-02-01 08/13/2018 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 •o� N r 4.1 Self-Adhering Underlayments: 4.1.Z�TltaniurWm PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer- coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24lbs/square. Meets ASTM D1970 and FRSA/TRI April 2012. NEIVIO ETC,LLC Evaluation Report 111980.31A8-R8 Cerbylcate of Authorization#32455 6-EDITION(2017)FRC NON-WHZ EVALUATION FL11602- R7 Titanium Roof Underlayments Revision&09114/2018 Page 2 of 7, NEM® etc. 4.2 Mechanically Fastened Underlavments: 4.2.1 Titanium'°° IJDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating.•Unit weight 2.5 lbs./square;meets FBC 1507.1.1&R905.1.1(Exception). 4.2.2 Titanium'"UDL-30 is a synthetic sheet type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 lbs./square;meets FBC 1507.1.1&R905.1.1(Excep I on). 4.2.3 Titanium'°'UDL-50 is a synthetic sheet-type und'eriayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 lbs./square;meets FBC 1507.1.1&R905.L1(Exception). . e 5.1 This is a building code evaluation. Neither NEW ETC,LLC 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. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. i 5.3 Fire Classification is not part of this report,refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium"" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced 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. 5.5 Allowable Roof Covers: ASPHALT WOOD SHAKES UNDERLAYMENT SHINGLES NAIL-0111 TILE FOAM-0N TILE M&AL &SHINGLES SLATE Titanium PSU-30 Yes Yes Yes Yes Yes Yes (Dubai,UAE) (see 55.1) Titanium PSU-30 (Brentwood,NH) Yes Yes No Yes Yes Yes Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (6esesheetin2-ply (smsheetin2-Qty Yes Yes Yes syr) system) Titanium UDL-50Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment,'combinations. ADHESIVE FLORIDA PROD=APPROVAL UNDERLAYMENT3 Dow TileBondTM FL22525 Titanium PSU-30(Dubai,UAE) ICP Adhesives Polyset®AH-160 FL6332 Titanium PSU-30(Dubai,UAE) I Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Product APProval for Overturning foment Resistance Performance. NEMO ETC,LLC Evaluation ReporP11IMALa"s Certrftcota ofAuthorfzallon#324SS STM EDITION(2017)FBC NON-HV14Z EVALUATION FLU602-R7 I tanium Roof Underlayments Revision 8:09/14/2018 Page 3 of 7 i Nf i4 flONEW10 et,..• 5.6 4Allowable Substrates,Titanium PSU-30: 5.6.1 Direct Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond: 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226,Type I or 11 felt D Titanium UDL-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012(04-12)does not address wind uplift resistance of all underlayment systems beneath foam=on the systems,where the underlayment forms part of the load-path:, The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on file 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 FRSA/TRI April 2012(0412),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to sat€sfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies,Titanium PSU-30(Dubai, UAE),self-adhered and back-nailed max.12"o.c. in accordance with Owens Coming Roofing and Asphalt,LLC published installation requirements. #2 Maximum Design Pressure=-30 pW: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: • 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-Inch o.c.at 4-Inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer. ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30(Dubs, UAE},self-adhered and back-nailed max. 12"o.c. in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #3 Maximum Design Pressure=-30 psf* Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min-32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies,Titanium PSU 30(Dubai, UAE),self-adhered and back-nailed max. 12".o.c.in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. NEMO ETC,LLC Evaluation Report 11198011.08-R8 CerbfC=ofMthorkatlon#32455 67"EDITION(2017)FBC NON-HVHZ WALUATION F112602-117 Titanium Root Underlaymmb Revision 8:09/14/20x8 Page 4 of 7 NNEMOletc. #4 Maximum Design Pressure=45 P Deck; Min. 15/324nch plywood to meet project requirements to sailsfaction of Authority Having Jurisdiction. Base Sheet. Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having,not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-Inch with min.32 ga,1-5/8"diameter tin caps Spacing. 6-inch o.c.at 44nch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer. ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium PSU 30 (Dubai, UAE), self-adh&ed and back-nailed Ir o.c. in accordance with Owens Coming Roofing and Asphalt,LLC published installation requirements. #5 Maximum Design Pressure=-4S psf* Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdlction.� Base Sheet. Titanium UP 30(printed side up) Fastevers: 12 ga.annd6r ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness i of deck not less than 3/16-Inch with min,32 ga,1-5/8"diameter tin caps. i Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. I Underlayment; One or two plies, Titanium PSU 30 (Dubai, UAE), self-adhered and back-nailed 12" o.c. in accordance with Owens Coming Roofing and Asphalt,LLC published installation requirements. 5.6.4.1 For mechanically attached Base Sheet the maximum design pressure for the selected assembly shall meet or exceed that required under FRSAITRI April 2012(04-12),Appendix A,Table 1A. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure deter-mined in accordance with FBC 1609. In this case,Zones 2 and 3 shaill,employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI 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 FIVI Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25,Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 shall not be left exposed for longer than 180-days. 5.8 Tile Slifipawe Limitations[mFRSA/TRI April 2012(04-12)1: When loading roof tiles on-the underlayment In direct-deck the assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. UNDERLAYMENT TILE PROFILE STAGING METHOD MAXIMUM SLOPE Titanium PSU-30(Dubai,UAE) Flat Max.10 the stack) 5:12 Lugged Max-10*41e stack, 6:12 Titanium PSU-30(Brentwood,NH) Ties shall be loaded and staged atop battens,!regardless of the profile.or slope MEMO EM,LLC Evaluation Report 1119803L03-118 C&Vcare vfAuthornotron 1132455 6P EDrnora(zo17)FBc Nora!-HvHz EVALUATION FL11602-R7 Titanium Roof Underlayments Revision 8:0 9114/2 01 8 Page 5 of 7 j NEMO I etc. • a 6.1 Titanium Roof Underlayments shall be Installed in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements subject to the Limitations setfor#h in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Titaniunfm UDL-25,Titanium UDL-30 or Titanium UDL-50: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226,Type i or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL 50'is limited to ring shank roofing nails with minimum 3/8-inch diameter heads,•ring shank roofing nailswith minimum 1-inch diameter plastic caps;screws and plates;or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: ..except metal cap nails shall be required where the ultimate design wind speed,V,,d&equals or exceeds 250 mph.- Owens Corning Roofing and Asphalt,LLC has fumished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications,when the T(taniumTM UDL-75,Titanium UDL-30 or Titanium UDL- 50 underlayment is installed beneath mechanicallyfastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. 6.3.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-4nches. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1A. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: Double layer application;begin by fastening a 25-inch wide strip along the eaves.Place a full-width sheet over the starter,completely overlapping the starter course. Continue as noted in 6.3.3,but maintaining minimum 25-inch side(horizontal)laps,resulting in a double-layer application. 6A )* Titanium-PSU 30: 6.4.1 Non-Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for•the type of prepared roof covering to be installed, and Owens Coming published requirements. TitaniumTm PSU-30 shall be back-nailed max.12"o.c.in accordance with Owens Coming Roofing and Asphalt,LLC published installation requirements. 6.4.2 Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements. Titanium'PSU-30 shall be back-nailed max.12"o.c.in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to the underlayment. Refer to Table 2 herein,and Owens Corning Roofing and Asphalt,LLC published requirements for tile staging. MEMO ETC,LLC Evaluation Report 111980.1L08-R8 ce tt cateofAutharhatian#32455 6y'EDMON(2017)FBC NOW-HVHZ EVALUATION FL11602-R7 Titanium Roof Underlayments ReAsion 8:09/14/2018 Page 6 of 7 MEMO etc. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30(top surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-rile Applications, install Titanium UDL-30(top surface primed orsheet inverted)in accordance with Section 63 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: For nail-an tile installations, install Titanium UDL-30(top surface primed or sheet inverted)in accordance with FRSA/Ml April 2012(0412),using Section 6.3 as a guide,and considering the wider sheet Width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. For adhesive-set file rooting,refer to Section 5.6.3 herein. Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to the underlayment Refer to Table 2 herein,and Owens Coming Roofing and Asphalt,LLC published requirements for tile staging. o As required by the Building Official.or Authority Having Jurisdiction In order to properly evaluate the installation of this product. MEMMUMMUM ,Contact the noted QA agency for information on product locations covered for F.A.C.6IG20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Elantecification product s §p Al Mission,BC,Canada FBC 1507.L1(Exception Titanium UDL-30,Titanium UDL-So Qingdao,China FOC 1507.1.1(Exception) Titanium UDL-25;'rdanium UDL-30;Titanium UDL-50 Dubai,UAE FPSA/Mi 04-12(2-plysystemTitanium PSU-30(Dubai,UAE) Brentwood,NH ASTM D1970,FRSA/TRI 04-12 Titanium PSU-30(Brentwood,NU) Intertek Testing Services NA Inc.—QUA1673;(604)520-3321 END OF EVALUATION REPORT- NEMO ETC,LLC MMIUMon Report 111MAL08-118 Certificate ofAuthorkadon MMS gn,EDI*norj(2617)FOC NON-MVHZ-EVALUATION PLI1602-R7 Titanium Roof underlavrnem Revision&0911412018 Page 7 of 7 MIAMI- � -�►� �.` ! PAL76 3 z off- v m.-.cOUNTx PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Ie Copy I Miami,Florida 33175-2474 REVIEWED FOR T(786)315-2590 F(786)315-2599 NOTICE F ACCEPTANCE OA ,� REVIEWED ��v-=amidade.gov/economy Polyglass USS ,Inc. 150 Lyon Drive ST. LUCIE ®����l Fernley,NV 89408 Bo& ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miarr#i Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks LABELING'[ Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERYIINA70N of this NOA will occur after the expiration date or if there has been a revision or change in the materials,usel, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA# 13-1217.01 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-1004.09 MIAMI•DADE CO •••. 411wo Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 1 of 34 I I j ROOFING ASSEMBLY APPROVAL 1 Category: Roofing Sub-Category: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf i TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description 5 CTElastobase 65' 2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type I base sheet. j XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2'Pase 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet i Type H i Polyanchor 250' x 48" ASTM D 4601 A polymer woven,high performance,synthetic base Type H sheet. Elastobase P 65' 8"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base Type I sheet. Elastoflex SA V FR 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced, SBS (1.5-mm) Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced, SBS PLUS FR Type I modified bitumen membrane with a self-adhering back face and a smooth top surface. elyelastoflex SA V(1.5- 66' 8"x 3' 3 3/s" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified mm) Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA V 66' 8"x 3' V/8" ASTM D 61.63, Self-adhered,fiberglass reinforced, SBS modified PLUS Type I bitumen membrane with a self-adhering back face and a smooth top surface. XtraFlex SBS Base 66' 8"x 3' V/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10"x3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS Type I modified bitumen membrane with a self-adhering back face and a granule top urface. XtraFlex SBS G SA 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced, SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. NOA No.: 17-1004.09 MIAMI-DADE COUNTY F-111122'.011411 Expiration Date: 10/11/22 Approval Date:10/12/17 Page 2 of 34 i i Elastoflex SA P 32' 10"x3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified j bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a bum off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a bum off polyethylene back CAP face and a smooth or sanded top surface. s, 'fPolyflex G 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified i bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. ' Polyflex SA P FR 32' 10"x 3' 33/i" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. Polyfresko G�SBS SA '32'.10"x 3' 33/8" ASTM D 6164, Self-adhered,fiberglass reinforced, SBS modified Type I bitumen membrane with a self-adhering back face and a granule,top surface. Polyfresko G SBS SA 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated,fiberglass reinforced, SBS FR Type I modified bitumen membrane with a self-adhering back face and a granule top:surface. Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. ; Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top;surface PolyKool 32' 10"x 3' V/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32'-10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. Polyglass APP'i Base 65' 8"x 3' 33/8" ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base.sheet. NOA No.: 17-1004.09 MIAMI•DAD;couNTY Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 3 of 34 PG325 Cold Process 1,3, 5,50, 55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. • PG100 Asphalt Primer 1,3,5,50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube-or 17 oz.spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1,3,5, 50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of Primer tube or 17 oz. spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type lII modified bitumen membranes. PG400 P1astioRoof 1,3,5, 50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions: PG425 Wet/Dry Roof 1,3,5, 50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement . tube ASTM D3409 dry or damp conditions. PG450 Flashing 1, 3, 5,50, 55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3,5, 50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use Cement tube with modified bitumen!membranes. Polyplus 35 Premium 1,3,5, 50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 12 3, 5, 50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. Polyplus 45 Premium 1,3,5,50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement. Flashing Cement tube Polyplus 50 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use MB Flashing Cement tube with modified bitumen'membranes. XtraFlex 50 Premium 12 3,5, 50, 55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement ` Polyplus 55 Premium 1,3,5,50,55 gal. or ASTM D4586 A mastic compound for use as a roof flashing Modified Flashing tube adhesive. Cement NOA No.: 17-1004,09 9MIAMI•DAD;COUNTY Expiration Date: 10/11/22 j Approval Date:10/12/17 Page 4 of 34 I j I i Membrane Type: SBS/APP Deck Type 1: Wood,Non-Insulated Deck Description: 19/32' or greater plywood or wood plank,fastened to supports spaced 24"o.c.and to blocking members spaced 48"o.c.with#10x3"wood screws spaced 6"o-c. System Type E(7): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered to insulation. i All General and System Limitations apply. Roof accessories not listed in Table 1 of.this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Base Sheet: ; One ply of Elastobase,XtraFlex SBS Glass Base or Elastobase P fastened to the deck as described below: Fastening: Attach base sheet using 12 ga.ring shank nails and tin caps spaced 4'o.c.in a 4"lap and 4" o.c.in four equally spaced staggered rows in the center of the sheet. 1 I Ply Sheet: I One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SAV PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR,;self-adhered. i Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Elastoflex SA P,Elastoflex SA P FR or XtraMex SBS G SA,self-adhered. Or One ply of Polyflex G,torch-applied i Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. i Maximum Design Pressure: -112.5 psf;With Elastoflex SA V PLUS,Xtr0lex SBS Base SA or Elastoflex SA V PLUS FR (See General limitation#7.) -97.5 psf;With Elastoflex SA V(1.5-mm)or Elastoflex SA V FR(1.5-mm)(See General limitation#7.) I I i NOA No.: 17-1004.09 MIAMI-DAD;COUNTY Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 32 of 34 ` I i WOOD DECK SYSTEM LmTATIONS: a 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. i I GENERAL LmTATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofi�g Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 1 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.; or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. I Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastenei spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a,Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attalhment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e.perimeters,extended comers and comers). (When this limitation is specifically referred within this NOA;General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE i NOA No.: 17-1004.09 Mi t•nAoe coNE Expiration Date: 10/11/22 Approval Date: 10/12/17 Page 34 of 34