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All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE "ACCEPTED ; , Date - Perinit NumbL:. SCANNED. St: Lucie County -- -- - - _ Building Permit Application: Planning and Development5ervices o,% Building and Code Regulation Division 2300 wrginia Avenue, Fort Pierce FL 34982 • Phone: (772)462-15S4 Fax: (772)462-1578 ",. Commercial- ReSiden 61 Az Kkki-rAPPL)CATioN FOR: Address: �Q V /• IP 1'1 den —P -c Legal Description: its, I 15oa—"5o PropertyTaxlD#:". I -"0�-7 -' OCR' " 'jot No I ' `'.Site Plan Name: Block No:' i. ,ProjeceName: f Setbacks - Front Back_ Right Side_ LeftSide'� • ' ;' ✓ - r•c.�n oU e-` -e:I:IS�-I vL r ` =1 n r�.��ot , rya l ( cis '5'h � � " ' `� ' s , �G"rQCIY c�v ?�ASh ('mod ���c l•l Jvr>yv�a�Q��i'eC( be i ova Additional work to be pertormed under tis permit - check all that app T. {I i' _Mechanical ._"_., _Gas Tank_- , Gas,Piping , .,-.,,._Shutters —Windows/Doors., ...}_;1c ' I ,..- •, Electric. _ Plumbing _ Sprinklers" _ Generator " Roof��� Total Sq. Ft of Construction: a l SP Sq. Ft. of First Floor:' Cost of Construction: $ Cl- Utilities: _Sewer _Septic'' Building Height:' f Name,. Address tS W D Company - rU �t n� S D �;" I h 6 City. State:_ Address. Zip Code:. 3�i q7 Fax: City': State _ PhoneNo.3A t7'-i'n�r�4t D, lzipCode.3�?9'7�1.:__ Fax:_11a-" E-Maik Phone No. 1 l r)-- L} to LP - -; FIII in fee simple Title Holder on next page ( if different E-Mail: from the Owner listed above) - - State or County License: (l-. L� )l� - ' f IP value of construction is 2500 or more, a RECORDED Notice of Commencement is required. 3a9� DESIGNER/ENGINEER: Not'Applicable MORTGAGE MPANY:. _; NofApplicable Name: - Aodress: Address: State: City: SIP• Phone: Zip: Phone , s , ` FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: -,Nat Applicable — Address: Name: r Address: GI Tp _Z p Phone: _ Phone: OWNER/ CONTRACTOR AFFIDVff: Application Is hereby made to obtain a permit to do the work and installation as indicated. I certify that no.work'or installation has commenced prior to the issuance of a permit: (Lucie SE Counttyy makes no representation that is granting a permit will authorize the permit holder to build the sub iect structure which is in conflict with any applicable Home Owners Association rules, bylaws orand covenants that may restrict or prohibit such. structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that Imill, in all respects, perform the work"_' ' in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The fallowing building permit applications are exempt from undergoing a full concurrency review: room additions, „ accessorystructures; swimming pools, fences, -walls, signs, screen rooms and accessory uses to anothernon-residential use WARNING -TO OWNER: Your failure.to.Record a Notice of Commencement.may-result in your paying twice'for± improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite , before the first inspection. If you intend to obtain financing, consult with lenderor-anattorney before commencing work or recording our -Notice of Commencement: r Signature bf Owner/ Agent/ Lessee Signature of Contractor/License older STATE COUNTY OF FLORIDA OF _ 5 r LCA C (--C- - STATE OF FLORIDA COUNTY OF-!�) (- 1 f A G I The this forgoing instrument was acknowledged before me dayofnY9f by The forgoing instrument was acknowledg d before me this day of ,�dCXYIbR i .20 by ; u ( Name of person acknowledging) (Name of person acknowledging) VIII _a (Signature of NotaryPu c-State of Florida) , (Signature of Notary Pub -State of Florida) - Persl pally Known OR Produce 1 dentit ECil1N Identification Produced. 'NOTARY rsonally,Known V OR Produced7dentification .1. ` ,Type of pUgLIC Type of Identification Produced' LYNE Comlmission STATE OF FLORID No. NOTARY PUBLIC ' Camrid►FF051283'{ Commission No. OF FLORIDA" Fj�lres g►4/2017 % Co n* FF6512B3. , _ , _ _ 9/M2017 .,. _ RE�/IEW_ S :, FRONT ZONING SUPERVISOR :' PLANS VEGETATION SEA TURTLE- MANGROVE i COUN ER - REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW,,., DATE - RECEIVED - COMPLETED ev. - - Dec 04 14 11:39a Trade Winds Roofing_ 772-466-9725 p.1 COF'Lo uNTpA Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34992 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT T.adevVi,tds'Roct ing mv,nael Miller PO Box 13206 r't. Piarce, FL 34979 Re: Permit# 1411-0300 17 1, Michael Miller licensed as a(n)Contiactor*/Engineer/Architect (Please print name & circle license type) •F5468 Building Inspector `General, Budding, Residential or Pooling Contractoror any individual certfed under 468 F.S. to make such an inspection. On or about 12/05/2014 1 did personally inspect the roof deck nailing (Date) work at: 693 Nettles Blvd, Jensen Beach, FL 34957 (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORIDA COUNTY OF 5}-- L.-LCt�- CC-CO57399 License #t Swam to and subscribed before me this C day off "ate= 2014 by YY1(0X0e I M t1 lie Who is PEESPna to me or who has produced airLO -S IIUL Sr- as identification, Notary Public, State of FI pridap Signature of Notary:9-k LYNE(apO)EE Commission Number: V(Seal) NOTARYPUSUC En Ol/19/2011 STATE OF RDFWA CawrO FFOSIM3 Foos 814f2017 Dec 04 14 02:43p Trade Winds Ro fin 772-46 -025 p.1 •ff C�LINTY``.= FL'O"-R I D A• Re: Permit it 1411-0300 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Fade Winds Flooiinrg W—nael Miper PO Box 13208 F'. fierce, FL 3e979 ("0) :Bla'6420 i, Michael Miller licensed as a(n)Contractor"/Engineer/Architect (Please print name & circle license type) `FS463 Building Inspector "Cenerol, Building, Residential or Raofrng Cantrudor or any individual certified under46B F.S. to make such on inspection. On or about 12/05/2014 (Date) 1 did personally inspect the roof deck nailing work at: 693 Nettles Blvd, Jensen Beach, FL 34957 (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) a 't'— 4-4� CC C057399 Signature and Seat License # STATE OF FLORIDA 1 COUNTYOF �- LllC1i Swam to and subscribed before me this _� day of t ' `'� 20I by Yl'tlCha�) (y1 t, Let _ Who isp na to me or who has produced ArtUe•S as identification. Notary Public, State of FI rida1 Signature of Notary: 9 DX "..lj-yYp Commission Number: - � Iseal(,Fr:"LYNEQANDEE nOTAf2 10 En 01/19/2011 STATE OF RMDA car. —I! FF051= Expires 8/4MT Property Appraiser - St.Lucie County, FL r- Page 1 of 1 s PROPERTY RECORD CARD S Charles Hamel Record: 1 of 1 «Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ICIE 00 Slle Address: 693 NETTLES BV ParcellD: 4502-501-0879-000-3 G,y Sec/TownfRange: 02:37S:41E Account#: 120467 F21 Map ID: 45102D Use Type: Zoning: HIRD City/Chty: SF Res Saint Lucie County Ownership and Mailing Legal Description Owner. S Charles Hamel Mary L Hamel NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 693 Address: 693 Nettles Blvd ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 1593-127 Jensen Beach FL 34957-3351 More... Sales Information Assessment 2014 Total Land and Building Date Price Code Deed Book/Page 2014 TRIM: 180900 Land Value: 57000 Acres: 0.08 10/1/2002 242000 00 WD 1593/1275 Assessed: 176446 Building Value: 123900 5/1/2000 223000 00 WD 1297/2128 Ag.Credit: 0 Finished Area: 1570 SqR 415/1994 60000 01 WD 0893/2390 Exempt: 50000 411/1973 6000 00 CV 0213/0893 Taxable: 126446 Taxes: 2689A3 BUILDING INFORMATION Exterior Features View: - RoofCover. ExtType: ISHI - YearBlt: ISLANDHOUSEI Grade: ISHH- IsIdHH EffYrBlt: StoryHght: 0010-1 Story No.UnOs: Interior Features BedRcoms: 0 FullBath: 2 1/2Bath: 0 %A/C: 100 Special Features and Yard Items Type Y/S Qty. Units Electric: HeatType: HeatFuel: %Heated: Qual. Cord. YrBlt. SD - Dim Shingle 1994 1994 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Use Type 1 0100SF Res RoofStruct: Frame: PrimeWall: SecWall: PrnlntWall: AvgHt/Fl: Prn.Flors: %Sprinkled: Type B01-Unit GA - Gable FS - Fret Stucco OW - Drywall CU - Carpet 0 Measure Depth 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pasle/prc.asp?prcHd=450250108790003 11/6/2014 Page 1 of 1 4502501-0870-000$ Card Number. 1 A=uM Number. 120467 CaN nm Arnemr wt- efSE APFA 16Ta t88 Z- aam a. 38 PmcneE Awrega YAK- KWO 25 ZI OEU KDK- NA00 t8 tT DECK LU http://www.paslc.org/.naslc/basearea.asp?sketch=\120000\467001 jpg&account=120467&c... 11/6/2014 Page 1 of 1 Full Legal Description NETTLES ISLAND INC, A CONDO -SECTION 11 PARCEL 693 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 1593-1275) http://www.paslc.org/paslc/legal.asp 11/6/2014 rs NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 4502-501-0879-000-3 State of Florida County of St. Lude The undersigned hereby gives notice that improvememwill be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. d Description of Property: (and street address if available): - Nerd. BM. J..BeachFL34957-3351 NE=ISLAND INC.A CONDO-SEC170NU PARCEL 693ANDPRO-RATASHM IN COWONELOARM(OR 1593.1275) General description of improvement: reroof m mL F > O Owner information or lessee information if the Lessee contracted for the Improvement: O g In Z In Name Charles Hamel • o x $ _ Address j693 Nettles Blvd, Jensen Beach FL 34957-3351 z e m Interest in property: P.m0. rn _ In 0 Name and address of fee simple titleholder (if differentfrom Owner listed above): o D'o OO oL Z2 m�Z' o —In Contractors Name: Trade Winds Roofing Inc. m K m Contractor Address- P- . Box 13208, Fort Pierce FL 3 979 Phone Numbe, 772-46 9420 x Surety(if applicable, a ropy of the paymentbond is attached): Amount of bond:$. Name and address: Phone number- y 3 m Lender Name: Phone Number: n Lenders address: e y Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 0 713.13(1) (a)7., Florida Statutes: - A Name: Phone Number. ~ In addition to himself or herself, Ownerdesignates of to receive a. copy of the Uenors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner. Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferent date is specked) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE COMMENONG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perlury, I declare that I have read t aforegoing notice of commencement and thatthefacts stated therein are trueto the best of my knowllydpe and belief. A A n �11 Owner or Lessee, (Signatory's Title/Office) • before methisAz- day of (.,p�,,t-Y , 20,1 By for NAhieof Person Type of authority (e.g. officer, trustee) -Party on behalf of whom instrument was executed et Personally known_ or produced Identification J . (Signature of Notary Public -State oFAorida) 2) (Print, Type, or Stamp Commissioned Name of N c ype o ent1 cation produced �;aa, DIANE M. FHANZ 'r°, `�; Notary Public - State of Florida '•- sign in both places in front of a notary -N -e My Comm. Expires Aug 40 2075 ?�,r°c- Commission # EE 114050 "'•°�`•�"� Banded Through National Notary Assn. H STEVE CLARK ARCIUTECT ALTAIVIONTE, SPRINGS FLORIDA Phone: t772)32445433 /../// f os Poop `�i /tee:��e Cl�.1es .r1a„I Contractor. Job Address: Co 9 3 !e5 6/1,ol .len R✓c% RooFtng: (l /C7) ci i1? /Y1odi,�rp�"men Neee<_ Re Rraf_)_C_ Recover _ P.epair Roof Area: %3oo 5iE BUI. L T UP ROOF PL All i ! 7-7— 21� _Yj 1 i 1.0v slope / 44' f sr � GENERAL NOTES: ` f 1. Remove roofing to the PW Decking y / f.' 2.Replace damaged PW witb new CDX tt 3.Re••mul entire Roof( 6d x 2r length) j (6"OC-edge&Field, UON)- A.SCE-7 & FBC 2010 Enclosed Bldg: to • /8 Residential X (1) Windloaelang /60 Exposure: Commercial hoof Pitch: 1/4�- /12 Height: _2 ROO1G S1�STE1M1 /Y/ /�r �7< $6 R®t4: Zone 1 frELt� B' @ h= 30' _ x x Zone 2 Ep �� B @ h= 30' = s x Zone 3 eR.R &R B @ 11= 30' = x x INIAlH}:e%IUM DESIGN PRESSURE per NOA: - �2• �T D• `else Factor: > 16' IYMH* PSFx0.6= 7 A& PSF x 0.6 = - .4*44— a = 1096Sr PSRg0.6= -°6% a= 3**(XV) IDeckTypeThickness �r Cm�A). . BASE She � Y ezey / / `b Number of Plies 2 Fasteners ��oy�Qnor'! ern L�a� n Nailing Pattern for Base Sheet: Zone 1: (field) Lap G 'OC # Rows 2 @ /2 "OC Zone 2: (pen) Top 7" 'OC # Rows 2 t' X "OC . Zone 3:. (cot) Lap lvrl 'OC # Rows 0 @ "OC Insulation: Base Layer - Type A/.4 size Type of Fasteners / ?tonding Material Number of fasteners: Zone I : Zone 2 c Zone 3 PLY Sheet # of Plies. Type of Fastener TOP Sheet �loPeY #of Plies 6n/E Type of Fastener {���!/ /�/6rA/ Surfacing: M/nora l (Drip Edge: Material: I& GA.,A-L / $EPLL� I DATE: /i �o/ - 201_4 476 Spanish Trace Drive 32714 FILE VPY 9RCffiTECi'UIIAI, EEGrSTBATION: AR 9011463 Florida Building Code Online Page 1 of 2 -:�;• l`�3 �i.+ MSHonre Vogl" °user Re9mraGon Hot Topi¢ Business((jl•Product Approval Professional (# USER: Public user Regpu ion Submt Surcharge Stats fi Farfs Publications FBC Staff ' BCIS Site Map Links Search PratPrert t�M,E,u P,odud er AeolirationSearch > Anorcaron Cst> Application Detall FL # Fl10674-R9 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Coming Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrent@owensmmig.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code PE-59166 UL LLC 07/17/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL10674 R9 COI 2014 0i COI Niem'nen pAF Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2O07 httn://www.floridabuildine.ore/T)r/pr am) dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2... 9/17/2014 Florida Building Code Onli -�,' Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Appmved Summary of Products Method 1 Option D 02/28/2014 03/05/2014 03/05/2014 04/18/2014 FL # Model, Number or Name Description 10674.1 Owens Coming Asphalt Roofing 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R9 ii 7014 03 FINAL OC Asphalt Approved for use outside HVHZ: Yes Shingles FL10674-R9 odf Impact Resistant: N/A Verified By: Robert 1. M. Nleminen PE - S9166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10674 R9 AE 2014 03 FINAL CC Asohalt Shingles FL10674-R9.Ddf Created by Independent Third Party: Yes Dark Next Contact Us:: 1940 North Monme street.TaOahasee FL 32399 Phone: 850-487-1824 The state or Florida i5 an AA/ff0 employer. Come nnht 2007-2013 Stale M Flodda. :: Prvacv SmWmen[ :: Acxessibilily Statement :: Refund Statement Under Florida law, email addrea es are public records If you do hotwanty4W a -mail address released in response W a public-remr15 napont, do not send electronic mall W Ihis entity.Instead, conl2Qthe oMre by phone or by traditional mar. If you have any 4uesbom, please coma 850.487.1395.' avaMW Se¢lon 455.275(1), FlorWa SW Wtes, eneaNe October 1, 2012, Ikensees licensed undo chapter 455, F.s. mirst provide We Department wiD an email address if they have one. The smalls pmvided maybe used Wrofirlal mmmuniaton with the licensee. N4wever H addresses are puNk record. If you do rot wtsh W supply a personal address, please pm We the Department wiW an email address which an be made available W We public To deteimina if you are a Ilansee under chapter 455, F.S., please tmafl�re. Produa Apprawa)A 1 sccurilvsa-r±uc; httD://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5VO/o2... 9/17/2014 { EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#9503 ; 353 CHRISTIAN STREET, UNIT #13 T®1 St�IperB 1 I EK® OXFORD, CT 06478 PHONE: (03) 262-9245 FAX:(203) 262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-114 One Owens Corning Parkway EL10674-119 Toledo, OH 43659 Date of Issuance: 02/06/2012 Revision 4: 03/04/2014 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CoNTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity]ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/04/2014 This does not serve as an electronically signed document. Signed, sealed hardcnpies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products 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. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 I Wind Resistance ASTM D7358, Class H 2O07 3. REFERENCES: Entity .. _ Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 - UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9528) Physical Properties Classification letter 02/13/2014 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic° and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Devonshire" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration®, TruDefinitionO Duration®, Duration® Premium Cool, TruDefinition® Duration® Designer Color Collection, TruDefinitionO OakridgeO, Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard® HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roil are starter strips for asphalt roof shingles S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 CertiFicate of Authorization #9503 FL10674-R9 F Revision 4: 03/04/2014 Page 2 of 7 _;', TRIMTV ER® 5.3.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (VI, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F,indicating the shingles are acceptable for us in all wind zones up to Vwd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATIOW: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.23. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire® shingles require minimum five (5) nails per shingle. ➢ WeatherGuardO HP shingles require minimum six (6) nails per shingle. ➢ DevonshireT" shingles require minimum six (6) nails per shingle. ➢ Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Coming published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in, 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Authorization #9503 FL10674-119 Revision 4: 03/04/2014 Page 3 of 7 6.2.5 Minimum Nailing - Classic@ & Supreme: Normal Mansard or Aroa paro Wind Ames High Wind dosvanas y Awe pare Wantos normaies Areas vionwa fuenea SExposure Eaposickin 6.2.6 Minimum Nailing - Berkshire@: Sea6m talP /lar4abs¢vala • e-->C • n r--�a 1- RVt- 9Yf 9 Yf Rio` ,- t• 1 6.2.7 Minimum Nailing - DevonshireT": TRINITY ERD Normal Mansard or Area paw Wind Areas High Wind desvonos y Area paw vientas normahm 'Areas vientas fuarres �12t Wl ut t �r r 161 rx' r 1 g 911- Exposure Erpostei6n I" 6.2.8 Minimum Nailing - Duration@, TruDeftnition@ Duration, Duration@ Premium Cool & TruDeftnitionO Duration® Designer Color Collection: Exterior Research and Design, LLC. Certificate of Authorizatfon #9503 LtrstNard 6lrtDEba R tatmhaerotvnrAt° Pattern I,uaaaalwdrmD¢. Cs sttr e 6davos I,�aDpsenha � � � FSveaNral.a 1 1GI9iRNtCa!3 Eu:rtLi' ` tWOUIP bnd, r /e,n !u IL1F 1e, IV _ Ng4iN Y_. !t 51' E p%nm t'taaS 5'r.• Faposum SnDa'vde etpasxnfn cam StsprG7. Je etpoE(dun Evaluation Report 037940.02.12-114 FL10674-R9 Revision 4: 03/04/2014 Page 4 of 7 6.2.9 Minimum Nailing — TruDefinitionO Oakridge@, Oakridge®: 4 NO Pattern Esquema con d claws r r 55/7Eapasum eye 551f'Eaposum� EeyodddnCe55/SD�g Claws EMWdo.de 55/Spdg' 6.2.10 Minimum Nailing — WeatherGuard@ HP: 11-1 TRINITY! ER® 6 Nail Panom Esquma con 6 dews r r ,r Nabs aparme Cbrx 656Ep Ekjmicroade aSJSyc¢ Fxynsiddn &65/SpWg no a side VbW tn Gwcilirai}jedin 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuardo HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgelm Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Coming published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certificate of Authorization #9503 FL10674-Rg Revision 4: 03/04/2014 Page 5 of 7 6.3.3 6.3.4 Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge: Fig.1 q '. <— PrevJ5n9V�41tl D9CCbe / A ` \ q \ Rl I ` I 1 R I r 4 I I I 1 � I A I i I I v i v i uswe ��• Minimum Nailing — Hip & Ridge with Sealant: Exce� �j Sealant --=--s - Strip_ T "_Fasteniing 551i" Distance i —,12" — 6.3.5 Minimum Nailing — WeatherGuard@ HP Hip and Ridge: Fig. A q q Pleva9Ng CNM \\ t—OlKctbn ��\ Ai A A\ 4 A i ' i 1 A I 1 I I { I I I Exterior Research and Design, LLC. Certificate of Authorization #9503 TRINITY ER® Fig. C Hip Ridge Shingle Fastening TopVW,, U.1b Ihl� T' 1' r il" 1"I FYptKule 1T Evaluation Report 037940.02.12-R4 FL10674-R9 Revision 4: 03/04/2014 Page 6 of 7 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Provailing Egievj 71rposedrs withement "j TRINITYERD Standard Fastening Pattern t•� h.� ~I -I IYr t2• t Sealant 7tli' 6'Erposr 1 � 2• 6.3.7 Minimum Nailing - DuraRidge' Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. ph•.aAngWmMaeee '--" Diruv 8WM d..ot2 d,.sat e"vaed�t dal aims prrd-miiuxte aTS Cla.at\ Top vm. V. espW V."'Mw 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC- QUA9625 ; (414) 248-6409; karen.buchmannOul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4 Certiri"te of Authorization #9503 FL10674-R9 Revision 4: 03/04/2014 Page 7 of 7 Florida Building Code Online l Page 1 of 1 BQS Home Log In User Registration Hot Topics Submit Surcharge Businq'��) Professional i , P., duct lUssePProval Regulation Prodod Aoomval Mart > Product or Aaprimtlan Seaton > Application List ISearch Criteria a !it_._ 3 Slats & Facts Publlpbons FBCStan BCIS Site Map Links Search Code Version 2010 FL# ALL Application Type ALL Product Manufacturer Johns Manville iCategory Roofing Subcategory Modified Bitumen Roof ion Status ALL Compliance Method ALL Assurance Entity ALL Quality Assurance Entity Contract ExpiredALL Model, Number or NameALL Product Description ALL fd for use In HVHZ ALL Approved for use outside HVHZ ALL Resistant ALL Design Pressure ALL Results - Aoolications FL# Tvve IManuffacturer Validated By Status FL1046-R4 7Subcategary: Johns Manville Roofing Modified Bitumen Roof System John W. Knezevich, PE (954) 772-6224 Approved HistoryCategory: FL2948-R6 Revision Johns Manville Category: Roofing Subcategory: Modified Bitumen Roof System John W. Knezevich, PE (954) 772-6224 Approved History I•Appmwd by DBPR. Appmyols by DBPR shall he reviewed and stilled by the POC and/or the CommLssion if nemssary. _ Conlad Us :: 1940 North Manure Street. Tallahassee FL 32399 Mone: 850-487-L824 The State of Florida is an AA/M employer. Copyright 2007-2010 State of Honda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e'mall addresses are public record€ If you do not want your e-mail address released in response to a publio-moards request, do not send eledmnic mail to Nis entity. instead, contact the office by phone or by traditlonal mall. If you have any questlons resorting DBPWs ADA web accessibility, please mnMd our Web Master at we1bmaslerrddbocs0ate.0.us. product Approval Accepts: M F yt,:h Iffl � >Cllrll\'\lh lNa• yrur.e ^. T t< I httn•//lnnxr3m flnrifinhili1clina nra/nr/nr Hnn let nsnx Florida Building Code On1=,,-- Page 1 of 2 �'UIiLI ✓dp"Imentr acts Home tog In User Reglstmtion Hot Topio Submit SumbaMe Business' Professional i_" 4" It and uctApproval lic use� Regulation F �• d Statsa Fads Publiobons FBCStaff BCLSSite Map links Search Product Am meal Menu > P-W.a or Aool'ranon Searh > Aoolicadon Lis[> Application Detail FL# FL1046-114 h Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Johns Manville P.O. Box 5108 Denver, CO 80217 (303)978-2478 - lindarelth@trinityerd.com Jonas Houchin lindamith@trinityerd.com Jonas Houchin' 717 17th Street Denver,CO 80202 --(303)978-2478---- -- - - - -�--- - - — - Jonas.Houchin@jm.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Robert Nle inen PE-59166 Underwriters Laboratories Inc. 09/23/2013 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL1046 R4 COI Trinity ERD Cl - Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D6222 ASTM D6509 FM 4470 FM 4474 Equivalence of Product Standards Year 2002 2000 1992 2004 httD://www.floridabuilding.org/i)r/pr app dtl.aspx?param=wGEVXQwtDqudsDrIH6I48%... 3/29/2012 Florida Building Code Online . 1 r Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved iC,.mm— of CI Method 1 Option D 12/09/2011 12/10/2011 12/21/2011 01/31/2012 Page 2 of 2 FL # I Model, Number or Name Description 1046.1 ohns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use - Approved for use in HVHZ: No Installation Instructions FL1046 R4 II AS er120611FINAL IM MODBIT APP FL1046- R4. df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-315 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to one specific assembly within the ER. Evaluation Reports FL1046 R4 AE er120611FINAL IM MODBIT APP FL1046- R4.odf Refer to the ER Appendix for all systems and design pressure limitations. 2.) Referto ER Section 5 for Created by Independent Third Party: Yes Umits of Use. 11 aack neat Conrad Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-482-1824 The State of Florida k an Af/IID employer. Copyright 1007-2010 State of Florida.:: Privary Statement :: Acrosslbility Statement :: Refund Statement Under Florida law, e-mail addresses am public mcmds. if you do not want your e-maii addnlss released in r spouse to a public nVard5 request, do not send eleRmnic mall to Mk amity. Instead, mntad the office by phone or by traditional mail. If you have any questions regarding DBPWS ADA web ae a a;bility,, please contact our Web Master at webmasterfadbor.s0te.n.u5. Produa Approval Accepts: httn-//www.flnritishttildina_nra/nr/nr ann dtl-asnx7naram=wGEVXOwtDoudsDrII-I6I48%... 3/29/2012 i TRINITY i ERD 3ohns Manville Corporation 717 17ut Street Denver, CO 80202 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report TJ34U.U7.U13-K.5 FL1046-RG Date of Issuance: 07/08/2008 Revision 3: 12/10/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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. The product described herein has been designed to comply with the 2010 Florida Building Code. DESCRIPTION: aohns Manville APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as thenamed product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality -Assurance-documentation -changes: TrinityJERD requires a -complete review -of-this-Evaluation- Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD 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 4, plus a 23-page Appendix. Prepared by: Robert 3.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 —' The facsimile seal appearing ms authorized - by Robert Nlernmen, P.E. on 12/10/2013 This does not serve as an electronimlly signed document. Signed, sealed harocopies have been transmitted to the Product ApProval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. Exterior Research It. Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products 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. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. '' TRINITY I ERD I ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Johns Manville APP Modified Bitumen Roof Systems, as produced by Johns Manville Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2004 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2002 1507.11.2 Physical Properties ASTM D6223 2002 1507.11.2 Physical Properties ASTM D6509 2000 3. REFERENCES: E ti Examination Reference Date ERD CTST6049) FM 4470/4474 345020.05.13-1 05/16/2013 ERD (TST6049) FM 4470/4474 345020.05.13-2 05/20/2013 FM Approvals (TST1867) FM 4470 OW6A2.AM 02/05/1993 FM Approvals CIST1867) FM 4470 OX7A4.AM 08/26/1993 FM Approvals (TST1867) FM 4470 OXOA9.AM 03/25/1994 FM Approvals (TST1867) FM 4470 3001462 08/11/1998 FM Approvals (TST1867) FM 4470 3002823 04/01/1999 FM Approvals (TST1867) FM 4470 3003465 02/02/2000 FM Approvals (TST1867) FM 4470 3007148 04/192000 FM Approvals CrST1867) FM 4470 3009499 04/04/2001 FM Approvals (TST1867) FM 4470 3012974 06/03/2002 FM Approvals (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3011248 11/01/2002 FM Appmvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470/4474 3023458 07/18/2006 FM Approvals CfST1867) FM 4470/4474 3026128 08/04/2006 FM Approvals (TST1867) FM 4470/4474 3024311 11/01/2006 FM Approvals (TST1867) FM 4470/4474 3028879 10/28/2007 FM Approvals (TST1867) FM 4470/4474 3034810 09/10/2009 FM Approvals (TST1867) FM 4470/4474 3037540 10/20/2010 FM Approvals (TST1867) FM 4470/4474 3040986 09/23/2011 FM Approvals (TST1867) FM 4470/4474 3046174 04/03/2013 PRI(TST5878) Physical Properties JMC-055-02-01 05/29/2012 PRI CTST5878) Physical Properties JMC-054-02-01.04.04 06/042012 PRI CTST5878) Physical Properties JMC-106-02-01 04/15/2013 PRI 0=878) FM 4470/4474 JMC-308-02-01 04/16/2013 PRI(TST5878) FM 4470/4474 JMC-109-02-01 04/16/2013 PRI CrST5878) FM 4470/4474 JMC-114-02-01 04/16/2013 PRI (TST5878) FM 4470/4474 JMC-118-02-01 04/16/2013 PRI (TST5878) FM 4470/4474 JMC-126-02-01 04/17/2013 PRI(TST5878) FM 4470/4474 JMC-131-02-01 04/17/2013 PRI CrST5878) Physical Properties JMC-113-02-01 04/19/2013 PRI(TST5878) FM 4470/4474 JMC-118-02-02 04/19/2013 PRI(TST5878) Physical Properties JMC-053-02-01 05/01/2013 PRI(TST5878) FM 4470/4474 JMC-141-02-01 05/13/2013 PRI (TST5878) Physical Properties JMC-147-02-01 05/282013 UL LLC (QUA9625) Quality Assurance service Confirmation Exp. 10/22/2016 4. PRODUCT DESCRIPTION: This Evaluation Report covers Johns Manville APP Modified Bitumen Roof Systems installed in accordance with Johns Manville published installation instructions and the Limitations / Conditions of Use herein. The following Johns Manville products make up the subject systems. Exterior Research and Design, LLC. Evaluation Report 19340.07.08-R3 Certificate of Authorization #9503 FL1046-R6 Revision 3: 12/10/2013 Page 2 of 4 TABLE I: ROLL -GOODS FORIOHNs MANVILLEAPP MODIFIED BINMEN ROOF SYMMS' Type Product Specification Reference Grade Type Base / Ply Sheets JM APP Base ASTM 06509 N/A N/A PermaPly 28 ASTM D4601 N/A II Ventsulation - ASTM D4897 N/A II GIasPly Premier ASTM D2178 N/A. VI GIasPly IV ASTM D4601 N/A IV 1M BaseGrip SD/SA ASTM D4601 N/A 11 SBS Base Membranes DynaFast 180 HW ASTMD 64 S I DynaFast25OHW ASTM D6164 S II APP Membranes APPeX 45 ASTM D6222 S I APPeX45M ASTM D6222 G I APPeX 45M FR ASTM D6222 G I APPeX 4.5M FR CR ASTM D6222 G TricorS ASTM D6223 S it Tricor M FR ASTM D6223 G 11 Tricor M FR rR ASTM D6223 G 11 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. -- 5.2 -Referto-a current -Roofing Materials Directory -for -fire rating's of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 For mechanically attached insulation or membrane or strip -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. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5:1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.8 For mechanically attached insulation or membrane over existing roof 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 TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. Evaluation Report 19340.07.08-R3 certffirate ofAuthorimtfon t#9503 FL1046-RG Revision 3: 12/10/2013 Page 3 of 4 ( ti`r ~•l ERD 5.9 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Johns Manville APP Modified Bitumen roof systems shall be installed in accordance with Johns Manville published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. MDP" _ -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 FBC 1609.1.5 for determination of design wind loads. - 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 9N-3 QA requirements. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; Karen.buchmann@us.ul.com - THE 23-PAGES THAT FOLLOW FORM PART OF THIS EVALUATZON REPORT - Exterior Research and Design, LLC. Evaluation Report 19340.07.08-R3 Certificate of Authorization 99503 FL1046-R6 Revision 3: 12/10/2013 Page 4 of 4 � iRINITY i ERD APPENDIX 1 ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3 IA-2 Wood New, Reroof (Tear -Off), Recover A-2 Mech. Aitached'Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3 SB Wood New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 3 1C Wood New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 4 SD Wood New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 4 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5 1E-2 Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mech: Attached Base Sheet, Bonded Roof Cover S 2A Steel or Conc. New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-10 2B Steel or Conc. New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover • 11 2C Steel or Conc. New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 12 is 4A-1 LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 1° 4A-2 LWIC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 17.18 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 SA CWF New, Reroof (Tear -Off), Recover E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 20 21 vV yarlous Recover A-1 _ Bonded !Insulation, Bonded Roof Cover 22-23 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be In accordance with FBC requirements to the satisfaction of the AHJ, Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: > Wood Deck: Ultra Fast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-Inch wood plank embedment. > Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top Flute of the steel deck. ➢ Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Struct cone. Fasteners with UltraFast Metal Plates (Flat bottom only). Minimum I -Inch embedment. Fasteners Installed with a pilot hole In accordance with the fastener manufacturer's published Installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, .polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board, Invinsa Roof Board or Invinsa Foam that meets the QA requirements of F.A.C. Rule 9N- 3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 26i 3.6, when Installed with the roof cover. 4. 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 Ibs/square > JM MBR Bonding Adhesive (MBR-BA): Continuous 0.75-Inch wide ribbons, 12-Inch o.c, or full coverage at 2.0 gal/square > JM Urethane Insulation Adhesive (UTA): Continuous 0.75-Inch wide ribbons; 12-Inch o.c. > JM Two -Part Urethane Insulation Adhesive (UTA-TWO-PART): Continuous 0.75-Inch wide ribbons, 12-Inch o.c. Note: JM Green Two -Part Urethane Insulatlon Adheslve may be used where UTA-TWO-PART is referenced. > JM Roofing System Urethane Adhesive (RSUA): Continuous 0.5 to 0.75-Inch wide ribbons, 12-Inch o.c. > 3M CR-20: Continuous 2.5 to 3.5-Inch ribbons, 12-Inch o.c. Note: TITESET may be used where 3M CR-20 Is referenced. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 39340.07.08-R3 for FL1046-R6 Certificate of Authorization #9503 Revision 3: 12/10/2013 Prepared by: Robert Nleminen,-PE-59166 Appendix 1, Page 1 of 23 \", J TRINITY I ERD > Note: When multiple layers(s) of Insulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one- half the ribbon spacing. > 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. S. 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 MOP listings In the tables; rather if MOP 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: > JM Two -Part Urethane Insulation Adhesive (UTA-TWO-PART): MDP -315.0 psf (Min. 0.5-inch thick) > JM Roofing System Urethane Adhesive (RSUA): MDP -157.5 psf (Min. 0.5-Inch thick) > 3M CR-20: MDP -117.5 psf (Min. 1.0-Inch thick) 6. Bonded polyisocyanurate Insulation boards shall be maximum 4 x 4 ft. 7. 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2,2. 1.5.1(a) of FM LPDS 1-29 for Zone 213 enhancements. B. For assemblies where all components are fully adhered, 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. 9. 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 TAS 105 or ANSI/SPRI FX-I. 10. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on Its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 11. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Johns Manville Roof Covers, Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base GlasBase Plus, PermaPly 28 Hot asphalt at 20-40lbs/square . Ply GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 BP-CA1 (Base and Ply sheets, Cold -Applied, I -part) Base GlasBase Plus, PermaPly 28 1M MBR Cold Application Adhesive at 1.5 to 2.0 gal/square Ply GlasPly IV, GlasPly Premier, GlasBase Plus, PermaPly 28 APP-TA (APP, Torch -Applied) Base/Ply JM APP Base, APPeX 45 Torch applied Cap APPeX 45, APPeX 4.5M, APPeX 4.5M FR, APPeX 4.5M FR CR, Tricor S, Tricor M FR, Tricor M FR CR APP-CAS (APP, Cold -Applied, I -part) Base/Ply JM APP Base JM MBR Cold Application Adhesive at 1.5 to 2.0 gal/square Cap Tricor M FR, Tricor M FR CR APP-CA2 (APP, Cold -Applied, 2-part) Base/Ply JM APP Base JM MBR Bonding Adhesive at 1.5 to 2.0 gal/square Cap Tricor M FR, Tricor M FR CR 12. "MDP" = Maximum Design Pressure Is the result testing for wind load resistance based on allowable wind loads, Refer to FBC 1609.1.5 for determination of design wind loads. IJ/ Gj yy(Gv117 Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report J9340.07.08-R3 for Revision 3: 2/1FL10/2013 Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Paagege 2 2 oof 23 f 23 '\J I TRINITY ERD TABLE 1E-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP . Base Fasteners Attach Ply Cap No. (See Note 1) Slip Sheet (Ps Min. 19/32- one or mom (opW-11 Two plies of PermaPly 32 ga., ia cannular li diameter igln caps with 11 gional) In itwo, equally spaced, taggeh o.c. In 4-Inch lap and red center (Optional) App-TA -52.5 Inch plywood layetrs PermaPly 28, loose laid below 28 or Ventsulatlon shank nails rows APP TA TABLE 1E-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY. ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP Base Fasteners Attach Ply Cap No. (See Note 1) Slip Sheet (psf) Min. 19/32- (Optional) One or more 1M APP Base, PermaPly 28, See Note 2 I 12-Inch o.c, In 4-Inch lap and 18-Inch o.c. in two, equally spaced, staggered (Optional) APP-TA -45.0 . W-12 Inch layers PermaPly 28, loose Glasbase Plus or App TA plywood laid below Ventsulatlon center rows W-13 Min. 15/32- (Optional) One or more layers PermaPly 28, loose DynaFast 180 HW or High Load Fasteners and APB Plates o� High Load 18-Inch o.c. within the min. min. 4-Inch wide, heat -welded side laps, (Optional) APP-TA APP-TA -45.0 * Inch laid DynaFast 250 HW plates Min. 19/32- (Optlonap One or more layers PermaPly 28, loose Two plies of PermaPly ZB See Note 2 9-Inch o�c. In 4-Inch lap and 12-Inch o.c. In two, equally spaced, staggered center (Optional) APP-TA APP-TA -52.5 W-14 Inch plywood laid below or Ventsulatlon rows Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report 19340.07.08-R3 for FL1046-R6 Certificate of Authorization #9503 Revision 3: 12/10/2019 Appendix 1, Page 5 of 23 Prepared by: Robert Nieminen, PE-59166 - Florida Building Code Online 'Page 1 of 2. r Ac+aa DeDaltms, � M M + loom i UW Pe9htamp : Hot Tops i svbnutsurdiarge : Stats a Fao s wn�uom i rac s am slw Map i L n a : Sea cb I Busines�'K� ProductAppro6al Professional +rl USER: Pubbc e Regulation AR ,� Product Aomoval Menu > Pm =of Application Seamh > Aopliotion List> APPIIrb lm Detail W. w FL # FL9777-R3 ' Application Type Revision Code version 2010 Approved Application Status Appro '-. ved Owl Comments Archived - - Product Manufacturer Address/Phone/Email' Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory t . Owens Coming One Owens Coming Parkway _ Toledo, OH 43659 ' (740) 404-7829 greg.keeler@owenscoming.com Greg Keeler greg.keeler@owenscorning.com Roofing Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - (I Evaluation Report - Hardcepy Received Florida Engineer or Architect Name who developed Zachary R. Priest ' the Evaluation Report . - 1,- Florida License PE-74021 - Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/08/2015 Validated By Locke Bowden R Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted FL9777 R3 COI OCRI4002 Evaluation Report 2010 FBC Weathe Lock 050714.0 standard ASTM D 1970 Method 1 Option D 05/06/2014 year 2001 h"-/Ammo flnririnht»ldinor nro/nr/nr ann dtl_a.¢nx?naram=wGEVXOwtDatekeMGblcW7I... 12/1/2014 Florida Building Code Online Page 2 of 2 Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/08/2014 05/08/2014 06/23/2014 FL* Model, Number or Name Description 9777.1 WeatherLock G Weatherproofing Underlayment Limits of Use Installation Instructions - Approved for use In HVHZ: No FL9777 R3 fI OCR14002 Evaluation Report 2010 FBC WeatherLock 050714.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes , Other: See evaluation report for limits of use. Evaluation Reports ' '. FL9777 R3 AE OCRI4002 Evaluation Report 2010 FBC WeatherLock 050714.odf Created by Independent Third Party: Yes 9777.2 WeatherLock MAT Waterproofing Underlayment Limits of Use Installation Instructions .Approved for use In HVHZ: No FL9777 R3 If OCR14002 Evaluation Report 2010 FBC WeatherLock 050714.odf - Approved for use outside HVHZ: Yes _ Impact Resistanh N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third'Party: Yes Othbr: See evaluation report for limits of use. Evaluation Reports - FL9777 R3 AE OCRI4002 Evaluation Report 2010 FBC WeatherLock 050714.0 Created by Independent Third Party: Yes 9777.3 WeatherLock Specialty Tile & Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R3 It OCRI4002 Evaluation Report 2010 FBC WeatherLock 050714.pdf , Approved for use outside HVHZ: Yes 'Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A >Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL9777 R3 AE OCRI4002 Evaluation ReporL2010.FBC- WeatherLock 050714.odf -- - Created by Independent Third Party: Yes 9ad< Ne[t L nMMUS::IR4n NO Mon �t TadabaSR I=PMM:850-487-1824 The State of Florida 5 an AA/E employer. Coardaht 2007- 013 State of eodda.:: Pdvaty Raterraft n IlccessbaiN Statemerrc :: Refund Smtemem under Ronda Ww, emall addresses are publk records. v you do not wantyour e-mail address released in response to a publicrecords request, do notsetd electron. man co MB entity. ln4ead, mntzathe of loe by phone or by traditional man. V you nave arty auasdons, pleaaa donna a50.4W.1395.-Pursuarl to Sedbn 455.275(l), Rodda Staples, e/fedW October 1, 2012, lkC nc:nsed under CnapW 455, FS must provide the pepalmer[wuh an ema0 Add res a May have one. Tie emafts provided may be used /orolfitial communkation with Me Ilcereee. Howew ema0 addresses are publkrecord. ayou do not wish to supply a personal address, pleaaepr4vtle the DepamTnt witli an emdn address wMdl con Ee made available M fice pubic[: To Oelemdre d yar are a I under Oapter4A, FS., lease tinkh�• ' Product Approval Aaxp6: r ,- xxunih.�u.rn ux httv://www.flondabuilding-org/pr/pr_app dtl.aspx?pamm=wGEVXQwtDgtgkcMGblcW7I... 12/1/2014 ff CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 (813)480-3421 EVALUATION REPORT 2010 FLORIDA BUILDING CODE Manufacturer. OWENS CORNING ROOFING AND ASPHALT LLC Issued May 7, 2014 1 Owens Coming Parkway Toledo, OH 43657 (800)438-7465 www.owenscoming.com Manufacturing Location: Brentwood, NH Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments Code Sections: 1507.2A, 1507.2.9.2, 1507.3.3, 1507.5.3 Properties: Physical properties REFERENCES Ent Report No. Standard Year PRI Constriction Materials Technologies (rST6049) NEI-039-02-01 -.. ASTM D 1970 2001 PRI Construction Materials Technologies (TST6049) NEI-042-02-01REV2 ASTM D 1970 2001 PRI Construction Materials Technologies (TST6049) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies (T'ST6049) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST6049) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies (TST6049) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST6049) NEI-093-02-02 ASTM D 1970 2001 PRI Construction Materials Technologies (TST6049) OCF-213-02-01 ASTM D 1623 2009 PRODUCT DESCRIPTION AND LIMITS OF USE' ' WeatherLock® G WeatherLock® G is an ASTM D 1970 self-adhesive undedayment constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-fit x 66.7-111. WeatherLock@ G is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock® Mat WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-fL WeatherLock® Mat is permitted to be used with mechanically fastened asphalt shingles, wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock® WeatherLock® Specialty is an ASTM D 1970 self-adhesive underiayment constructed Specialty Tile & Metal from SBS modified asphalt and surfaced with a non -woven polyester fabric, The product - is supplied in 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft and 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. OCR14002 _ FL9777-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-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 TECHNICAL SERVICES, LLC OWENS CORNING ROOFING AND ASPHALT LLC �- WeatherLocM Self -Sealing Ice & Water Barriers WeatherLock® WeatherLock® Specialty Tile & Metal is permitted to be used with mechanically fastened Specialty Tile & Metal asphalt shingles, clay or concrete file, metal roof panels or shingles, wood shakes or (continued) shingles, and slate roofing as prescribed in the FBC. WeatherLock® Specialty Tile & Metal is permitted to be used with adhered clay or concrete file roofing using either 3MTm 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BOND Roof Tile Adhesive (The Dow Chemical Company) up to a maximum design pressure of -45 psf and in accordance with the system approval. Exposure on the roof deck shall be limited to a maximum 90 days. ' The maximum roof slope shall be 6:12 when used.with.day or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater than 10 tiles per stack. PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with FBC Application: Deck -substrates shall be clean, dry, and free from any irregularities and debits. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. Min. Application Temperature: GENERAL The underlayment shall be installed direct -to -plywood decking with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3° side laps and minimum 6" staggered end laps. End laps for WeatherLock® Specialty Tile �& Metal shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to nail the underlayment 18-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). WeatherLock® Specialty Tile & Metal shall be back, nailed when installed on roof slopes greater than 3:12. For valley applications, the roll shall be applied centered along the valley prior to installing the undedayment at the eave. For eave protection, the underlayment should extend to a point 24-inches inside the exterior well. The underlayment shall be installed over metal drip edge at the eave, and under the drip edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible to install the underlayment under the drip edge in accordance Section 1507.2.9.3. 40°F; Contact the manufacturer when installing at temperatures below the minimum application temperature: 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as,described in other current FBC product approval documents. .. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with - Rule 61 G20-3. OCRI4001 FL9777-R3 This evaluation report is provided for State of Florida product approval under Rule 61 G203. 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 TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT OWENS CORNING ROOFING AND ASPHALT LLC Weatherl-ockS Self -Sealing Ice & Water Barriers The products evaluated herein have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. %R. ,R I rpR/��'�i ` \ C EN .% VP' + No 74021 `C 2014.05.07 f-C� '9•: STATE OF :•�= 20:18:15-04!00' :O . Al �� P' �� Zachary R- Priest, P.E. SSONA� ?G,� on No. 4021 Organization No�ANE9 4 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT OCR14001 FL9777-R3 Page 3 of 3 This evaluation report is provided for Stale 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. Nettles Island Inc., a condominium 9801 South Ocean Drlve, Jensen Beach, FL 34957 (772) 229-2930 FAX (772) 229-9901 November 17, 2014 Charles & Mary Hamel 693 Nettles Blvd. Jensen Beach, Fl. 34957 RE: New Roof lot 693 Nettles Blvd The review of your Adjacent Property Protection Plan for Lot # 693 is complete. The Association approves of the roof replacement as per the documents submitted with this request. Please adhere to all Nettles Island governing documents including, but not limited to the Nettles Island Procedures Governing Contractor and building Activity on Nettles Island, and provide us with a copy of the Permit before commencing. 5uSier ly, Jones For the Nettles Island Board of Directors BH/lj CC: Howard Kickert & Tom Bellavance, Architectural Chairperson Bill Harkins, Operation Manager 10 DODONA J 9 �w .^^;' - 1 �~ I t C 1 U ♦ 'cl/an��}J it /r f .a1 ' YA N+f4Ni 47��rbr➢.r, rig M�� ¢` ���Y '�L� c.. �� C - ' :� p `"tt�i `bck r_>w. i �F v �YY xn i �5 �'tr, '�f'db _.. + ;., '�e-._`�h� x'�'`L�:' 4r��P r,0�`�+,� P �J -:'a .vr r.:+wYs S.J��4rr' ? ���. A i �+- �' >t� � 4 J ,+�"' r rna Y �. 'tva r�-Yyq",l�..n.^�r 1, >:: 4 �L t . 5,�?y ix _Ya4 �ro>�nf�45 .... � '�� ?�Y .-.. _�: 4 '".t �dF "� n._4.' � _ . SCANNFaQ SCANNU) F y.e - ' ' #' -ZF�� tl . 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