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RF-18-2281Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 fitoRi"vA Permit Issue Date: 8/2912018 Permit No. RF-8-18-2281 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Expiration: 02125/2019 Project Address Parcel Number Applicant 1270 NE 92 Street 1132050270510 JOCELYNE FISHER Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOCELYNE FISHER 1270 NE 92 ST 305-757-1006 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone DESIGN HOME REMODELING CORP 305-949-2627 /pe of Work: Re Roof dditional Info: RE -ROOF TILE ON SLOPE BUR ON FLAT lassification: Residential canning: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $18.00 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $6.00 Permit Fee - New Roof $325.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $893.13 Valuation: $ 29,200.00 Total Sq Feet: 3056 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68685 08/27/2018 Check #: 5625 $ 550.00 $ 343.13 08/29/2018 Check #: 5627 $ 343.13 $ 0.00 Bond #: 3873 Avauaole Inspection Type: Up Lift Report Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLLjhtMtJG, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVr I c constru on a nmo. F all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating I auiborize the above -named con or to do the work stated ��my &ri L/ August 29, 2018LI August 29, 2018 / Applicant / ontractor / Agent t Copy I,y Building August 29, 2( 1 Miami Shores Village RECENT! g 61VA1 G 2 2 18 Building Department 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: la Tel: (305) 795-2204 Fax: (305) 756-8972 _/ -T�A / INSPECTION LINE PHONE NUMBER: (305) 762-4949 !_ FBC 20 )""� (0 BUILDING Master Permit No �=T ta - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: - 11 Q ,'ZED N - ! 2 City: es County: Miami Shores Miami Dade Zip: 0 3�3 Folio/Parcel#: 11 :3?Q!re7 -©o - d67 D Is the Building Historically Designated: Yes NO %C Occupancy Type: Load: Construction Type: 4fM U Flood Zone: BFE: FFE: 39? OWNER: Name (Fee Simple Titleholder): �./��N ,YV 1. f 1 -'r1'6ief- Phone#: 05-DVS Address: / Z ?'© fie- q +0q City: Tenant/Lessee Name: /" PC State: F' Zip: 331,32 Email: N `f'N CONTRACTOR: Company Name: '' 11 ��)(� (�� Phone#:?8(oy Address: �% N tSl \ sl�__ City Qualifier Name: " KV--1 Phone#: St a Certification Registration #: Certificate of Competency #: _ DESIG rchitect/Engineer: 1J 1 Phone#: Address: City: State: Zip: Value of Work for this Permit: $ v Square/Linear Footage of Work: 30S-L Type of Work: ❑ Addition Description of Work: ❑ Alteration ❑ New Repair/Replace ❑ Demolition R M Specify color of color thru tile: W Y�k V --p- F 1. Submittal Fee $ Scanning Fee $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ , • :2 _DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond$ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applica Bonding Company's Address City Mortgage Lender's Name (if applica Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was cknowledged before me this day of `l' 20_, by who is personally known to me or w4 has produced �a •�� as and who did take an oath. NOT Y PU \]�. Sign: Print: Seal: ************* APPROVED BY (Revised02/24/2014) Signatu O CONTRACTOR The foregoing instrument was acknowledged before a this day of b 20 T by wwho is personally known to me or who has pro uced `�(� as identficJNn and who did take an oath. Si 10- -2. Print: AL fRT SEARA �� % ALBERT SEARA Seal: �: Notary Public - State of Florida Notary Public - State of Florida + • Commission # FF 185218 Commission # FF 18521 ° "N;� P°�� My Comm. Expires Feb 24, 2019 My Comm. E Aires Feb 24 °'OF ��`�� Bonded throe Na �/I Bonded through National Notary Ass . Plans Examiner Structural Review Zoning Clerk 0000�. r RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY [F[Qdd d0pr STATE OF FLORIDA DEPARTMENT OF BUSINESS--AND-PROFESSIONAL REGULATION CONSTR THE ROOM PROVIS! H DESI-q N4HgM—RE,MObEWN 2-901W W 1ST . Tz R E I MIAMI qi A 9 GBOARD k UNDER THE ATUTES EXP1RAT10NtQA,TE'-.'-'AUG UST 31,2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. I N Local Business Tax Fbcei pt Miami -Dade County, State of Florida THIS IS NOT A BILL DO NOT PAY 4975679 \LBT BUSINESS NAM E/LOCATION RECEIPT NO - DESIGN HOME REMODELING EXPIRE S RENEWAL CORP SEPTEMBER 2019 3772416 290 NW 161 ST ST Must be displayed at place of business MIAMI, FL 33169 Pursuant to County Code Chapter eA An 9 d 13 4 OWNER SEC TYPE OF BUSINESS DESIGN HOME REMODELING CORP 196 SPECIALTY BUILDING By TA RECEIVED F ANTHONY GERACI, QUALIFIER CONTRACTORBY n x COLLECTOR 75.00 07/19/2018 Worker(s) 1 CCCO57409 0222-18-005684 This Local Business Tax f;k!cm pt orgy con"rrns payment of the Local Busirxss Tax. The knei pt is not a license. perm L or a certi "cation of the hd dons dual i "cations, to do buss ness. Holder mist comply with arty gmenrrnrgal a r"Vmerrlrental raVatory laws and requirements which apply to the business. CF The RIMB IPT NQ ati a nest be cisplayed on all corwriercial vehicles - Miam -Dade 03de Sec 8a-276 Eon rtnrc iNametion, vlsi t www.rriarridade Ma ACOR 7 0 `� CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 08i24i2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Marker Insurance, Inc. 1720 Harrison Street 6-A CONTACT NAME: Kim Ben -Shalom ai H : Ez (954)456-7505 ac No : (954)458-0520 ADDRESS: kim@markerinsurance.com INSURERS AFFORDING COVERAGE NAIC # Hollywood, FL 33020 INSURERA: Wilshire Insurance Compnay 13234 INSURED INSURER B : INSURERC: DESIGN HOME REMODELING CORP INSURER D : 290 NW 161 ST ST INSURERE: MIAMI, FL 33169-6425 INSURER F : rnVFRAf.FS CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 32 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDPOLICY EFF MM DD POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FxI OCCUR LB00004638 03/23/2018 03/23/2019 EACH OCCURRENCE $ 11000,000 PRREM SES (Ea=ncel $ 100,000 GEN'L MED EXP (Any one person) $ 5 000 PERSONAL & ADV INJURY $ 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY JE � LOC OTHER: GENERAL AGGREGATE PRODUCTS - COMP/OP AGG $ 2,000,000 $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY MBINED SINGLE LIMIT EaCOaccident $ BODILY INJURY (Per person) _ $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor #CCC057409, CBC057769 Building Contractor PcnrtrlPATC unl ncD (_ANCI=1 I ATInN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores -Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE 1 �24= KBS © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by KBS on August 24, 2018 at 08:10AM JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/13/2017 EXPIRATION DATE: 1/13/2019 PERSON: GERACI F A FEIN: 650999178 BUSINESS NAME AND ADDRESS: DESIGN HOME REMODELING CORP 290 NW 161 ST MIAMI FL 33169 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Notice to Owner - Workers' Corn Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ASignature: / Owner State of Florida County of Miami -Dade Th fore ng was acknowledge before me this 2 day of V , 20. By /J 1 who is personally known to me or has produced C, as identification.E ALBERTSEARAPublic - State of Florida Notary:\\\4�\ ission # FF 185218 Ny . Expires Feb 24. 2019 SEAL: ough National Notary Assn. IMMI W WW O State Certified Building Contractor #CBC057069 State Certified Roofing Contractor #CCC057409 August 29, 2018 State of Florida County of Miami Dade Before me this day personally appeared F. Anthony Geraci who, being Duly sworn disposes and says: That he will be the only person working on the project located at 1270 NE 92 street, Miami shores. f Anthony Geraci Sworn and subscribed before me this 29th day of August, 2018 by F. Anthony Geraci who is nally known to me. ,"oii-v Piao,,� ALBER SSEARA o- Notary Public - State of Florida . E * Commission # FF 185218 My Comm. Expires Feb 24, 2019 A l b e Ael\lotary Public l i c " Bonded through National Notary Assn. 290 N.W. 161 Street Miami, Florida 33169 - Office: (305) 949-2627 • Toll Free (888) 512-6411 • Fax (305) 749-6657 www.designroofingcorp.com Maharai Gonzalez From: Ismael Naranjo Sent: Wednesday, August 29, 2018 1:46 PM To: Maharai Gonzalez Subject: FW: Paraiso Roofing Corp. See email below. Thank you. Ismael Naranjo, BO Building Director *NG RE an ' 1: 0�40 t Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 Office: 305-795-2204 Fax: 305-756-8972 www.miamishoresvillaite.com From: Tejeda, Guillermo <Guillermo.Tejeda@myfloridalicense.com> Sent: Wednesday, August 29, 2018 10:43 AM To: Ismael Naranjo <Naranjol@msvfl.gov> Subject: RE: Paraiso Roofing Corp. No Paraiso Roofing is not a licensed entity; therefore, by definition, they are in violation of F.S. 489.127(1)(f). They have to either be licensed/qualified by either a Certified General Contractor or a Certified Roofing Contractor in order to subcontract. Furthermore, they cannot enter into any contract with homeowners without being duly licensed. Guillermo S. Te, jeda Regional Program Administrator Division of Regulation, DBPR Tel. (305) 629-1886 Fax (305) 470-5781 Please note if applicable: Pursuant to Section 455.225(1.0), Florida Statutes, the contents of this email may be confidential. If you have received this communication in error, or if you intend to use, disclose, copy, or disseminate its contents, please contact the sender at guilermo.teieda@myfiorida/icense.com immediately before doing so. From: Ismael Naranjo [maiIto: NaraniolC)msvfl.gov] Sent: Wednesday, August 29, 2018 10:25 AM To: Tejeda, Guillermo Cc: Maharai Gonzalez Subject: Paraiso Roofing Corp. Good morning Bill, Need your assistance with the above contractor. Can Paraiso Roofing Corp. a none license roofing contractor, contract with Design Home Remodeling a license roofing contractor under license number CCC057409 for the roof installation? Thank you. Ismael Naranjo, BO Building Director SC.193 s IS ►RT Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 Office: 305-795-2204 Fax: 305-756-8972 www.miamishoresvillage.com Miami shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 119 10050 NE 2nd Ave Miami Shores, A 33138 ••.. 000* . Re: Owner's Name: � g � � • ...... ... ...... Property Address: 27 p N e S� •; • • • Roofing Permit Number: •..••• ••.• •••�� Dear Building Official: """ "' ' •"' • I ao�1y S�2 _rN certify that I am not required to retrofit the roof towall conpectlpns of mX•;;• building because: • Ylhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please Paidh proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first d Sworn to and subscribed before me Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad 11 SFBC. Then you must provide a building application from a and says that he/she is the owner for the above property mentioned, day of is equal to or n%fe than $300,000,00, and the building was Contractor for the Roof to Wall connection Hurricane Mitigation. ALBERT SEARA Notary Public - State of Florida Commission # FF 185218 My Comm. Expires Feb 24, 2019 Bonded through National Notary Assn. Revised on 5/21/2009 Property Search Application - Miami -Dade County Page 1 of 2 -,, U4�4 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-027-0510 1270 NE 92 ST Property Address: Miami Shores, FL 33138-2937 JOCELYNE MARY FISHER LE REM JOCELYNE MARY FISHER Owner TRS REM JOCELYNE MARY FISHER TR 1270 NE 92 ST Mailing Address MIAMI SHORES, FL 33138-2937 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ 0101 RESIDENTIAL - SINGLE Primary Land Use FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 2,756 Sq.Ft Living Area 2,638 Sq.Ft Adjusted Area 2,499 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1956 Assessment Information Year 2018 2017 2016 Land Value 11 $337,500 $314,250 Building Value $201,482 $188,425 $189,874 XF Value $31,17 $31,540 $31,908 Market Value $570,154 $557,465 $536,032 Assessed Value $570,154 $557,465 $207,977 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $328,055 Homestead Exemption $25,000 $25,000 Second Homestead 1 Exemption $25,000 $25,000 Widow Exemption 1 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 14 BLK 3 LOT SIZE 75.000 X 125 OR 17856-1218 1097 5 COC 26129-0333 12 2007 3 Generated On : 8/23/2018 Taxable Value Information •..... ••iGb8 : �161�1 ••..3016 County . . • Exemption Value $5454 . $0 $5p500 Taxable Value $519,65 N%7.46b •11 6*A:97 School Board • • • • • • • • • Exemption Value $25,500 •..•.$� $25,500 Taxable Value 1 $544,654 $557,465 $182,477 City Exemption Value $50,500 $0 1 $50,500 Taxable Value $519,654 $557,465 $157,477 Regional Exemption Value $50,500 $0 $50,500 Taxable Value $519,654 $557,465 $157,477 Sales Information Previous OR Book - Price Qualification Description Sale Page 26129- Sales which are disqualified as a result of 12/01/2007 $0 0333 examination of the deed 23356- Sales which are disqualified as a result of 03/01/2005 $0 4260 examination of the deed 17856- Sales which are disqualified as a result of 10/01/1997 $0 1218 examination of the deed 00000- Sales which are disqualified as a result of 08/01/1989 $0 00000 examination of the deed https://www.miamidade.gov/propertysearch/ 8/23/2018 290 NW 161st Street Miami, FL 33169 (888) 512-6411: Toll Free (305) 749-6657; Fax Pnerbmr'i mmm Immi �� ROOFING CORP. Licensed Insured Slate Certified Building Contractor #CBC057069 State Certified Roofing Contractor 8CCC057409 A Division of Design Home Remodeling Corp. Home Ph: 00 JC-55 A Cell Ph: 30s� Zo5 L$2 Email 1: Zip: I Email 2: Remove old Roofing & Dispose of Replace Water Rotten Deck 100' only Tin Tag #30 Felt Install New Edge Metal New Lead Plumbing Stacks ��(('r -}}twew-ve-bor Warrantee R ❑ Turbine Fans ❑ Painting ❑ Ridge Vents ❑ Goose Neck Vents ❑ Gas Pipe Vents --�—� Extended 10 Year Warrantee SPECIAL INSTRUCTIONS: SLOPE ROOFS: 80 Tile Type - -Type 14 41MRColor FLAT ROOFS• i�❑ Insulation As �Se2D P� 2-Ply Fiberglass w/Paint Fiberglass w/Granule Cap Sheet.. A Install Modified Cap Sheet_j ❑ Hydro Stop Waterproof Systerq • Q Cap SheeVMaintenance 1 Yeaf : a a • _-._. a (1) Design Roofing Corp. will not be responsible :•li chesl:.c must be payable to Design Roofin` or•• 00n. (2) Due to the volatility of insurance, material, fuel aa,i ; e.:. • nil only guarantee this price for jQ days! • : • /J Z • After 20 days, a 3% to to*/* price increase mey be xtg�l•a_ Total Price*.**• • *(I) Landscaping and sprinkler repairs are not include:: is ,- _ , ::,n: ^ :, :> ran Iosrned Down Paymt! • : • at requested for an additional charge; (2) A three (3%) percent card charge sball be app4'ed to aS On Stan: • r � (3) AB drawings, plans, permits and upgrades sball be subiecl ts, sn 'dse 7rr.e} cnar;r;, tmless Indicated above. On Load: • • c — (4) No painting under any circumstances. • • � • Permit Fee: '• i THE BALANCE DUE SHALL BE PAID AS FOLLOWS: On Fin..Inspcctio •B4b� ADDIr1ONAL PROYISIONC A. to the event that Design Roofing Corp. agrees to any time extension for payments to be made by Owner, an interest rate of per ann will be applied to su balance. Payments under this agreement shall begin thirty (30) days after the execution of this Contract. Any late payment shall bear interest at (12%) percent per annum until paid if any payment is more than five (5) days delinquent, Design Roofing Corp. has the right to repossess any installed product, this right shalt not serve to limit any other remedies available to Design Roofing Corp. AA. In the event the work is complete and the balance is not paid within 5 business days, contractor has the right to lien the property. The homeowner assumes all costs, including anorney fees, cost of filing, and interest at the rate of 12 % per annum from the date of original contract and all warranty Is void. B. In the event rotten wood is located in the subject roof this Contract shall include the replacement of water rotten wood only (water stained wood is specifically excluded) Such replacement shall only cover the deck and fascia, up to one hundred (100) feet. Any termite damaged wood shall be replaced after such damage has been surveyed and additional cost is accepted by Owner. Soffit wood will be installed at an additional cost of twelve (S15.00) dollars per foot. Soffit screens will be installed, at exterior of wood, at an additional cost of twenty (S20.00) dollars per foot. Installation of new gutters and replacement of down spouts will be performed at an additional cost of fifteen ($15.00) dollars per foot, Any structural, rafter or truss replacement will be performed at the additional cost of thirty-five ($35.00) dollars per foot, plus any j engineering and permitting fees. Fascia replacement at $9.00+ per feet. fC. No interior work is included, unless otherwise noted above. D LIMITATION OF LIABILITY: Design Roofing Corp. shall not be responsible for any damage to the premises as a result of any storm occurring during the perk nuance of this Contrail or damage that occurred before work started. iE. DISPUTES: In the event that any dispute shall arise between Design Roofing Corp. and Owner, such dispute shall be governed by the laws of the State of Florida and venue for such dispute shall be the county in which the premises are located. To the extent that Design Roofing Corp. is required to him an attorneys' fees and costs incurred by Design Roofing Corp, associated with such dispute, including but not limited to expert witness fees, paralegal fees, copying charges, etc. To the extent that any such dispute is resolved through litigation, the prevailing party in such action shall be entitled to recovery of their reasonable attorneys fees and costs. F. WARRANTY: Design Roofing Corp. warranters that all materials furnished will be of standard quality, unless otherwise toted, and will be installed, in a good and workmanlike man- ner Said labor and tnatetals shall be warranted against structural and material defect for at period of two (2) years from the date of installation. Design Roofing Corp, agrees to assign to Oatier any additional manufacnuer's warranties, as applicable. The liability of Design Roofing Corp. for defective labor or material under this guarantee is limited solely to the repair or replacement of said defective work. No work guaranteed in the event of a hurricane. If final payment is not received within 5 days of final payment affidavit; all warraritks are voided. G. FINANCING. To the extent necessary. Owner agrees to accept the financing secured by Design Roofing Corp. Owner agrees to execute any and all instrument(*) and 1 incur any and all obligations, which may be required by the lending institution(s) to obtaining financing for the work specified herein. H. BUYERS RIGHT TO CANCEL: This is a home solicitation sale and if you do not want the goods or services described herein, you may cancel this agreement by mailing a notice to Design Roofing Corp. by either registered or certified mail. Such notice must be postmarked by midnight the third (3rd) business day after you signed this agreement- 1. CONSTRUCTION INDUSTRY RECOVERY FUND: Payments may be available from the Construction industry Recovery Fund if you lose money on a project performed under contract where the loss results from specified violation of Florida Low by a State -Licensed -Contractor. For information about the Recovery Fund and filing a claim, contact the Florida Construction industry Licensing Board at the following telephone numb" and address: i Construction Industry Licensing Board, 1940 Manrel+Sir, Tallahassee, FL32399-1099; Tel: 950-487-1395. J. If Design Roofing Corp., is unable to complete the work specified in this contract by reason of any governmental (local, state, or federal) requirement, ordinance or regulation of if Own" is unable to obtain financing, no penalty shall be invoked except for such costs that have actually been expended by Design Roofing Corp. However, if Owner refuses to permit Design Roofing Corp. to proceed with and complete the work specified herein, Owner agrees to pay Design Roofing Corp. 20% of the contract price plus all costs incurred to date. Said installation does not include moving, altering, repairing any existing installations, other pan of the existing building,lardscaping or painting unless otherwise indicated in writing. if governmental regulations or ordinances require any changes in existing installations, Owner agrees to have said changes completed (at their expense) within (5) days after notifications. If owner faits to have said changes corrected within such period, Design Roofing Corp. may complete the changes and Owner agrees to pay Design Roofing Corp. the actual cost plus 30% percent or Design Roofing Corp. may choose to stop all work and Owner agrees to pay for all costs incurred by Design Roofing Corp., plus 20% of the contract price. ID I Accepted by Contractor Representative Acce ted by purchuer(s) •••••• • • • • • • • • g�ORfs h pCORlDP' SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). . . .... ...... 4. IL -Exposed Ceiling: Exposed, open beam ceilings are where the uMdftM2 of the Tdof*decking' can be viewed from below. The owner may wish to maintain the architectural ap eaiance; therefore, :....: roofing nail penetration of the underside of the decking may not be a ceptable. This ovidej th tion of maintaining the appearance. IF [ vc� ...... .. . ..... 6• Overflow scuppers (wall outlets): It is required that rainwater fldws off to thattkie.ropf is not overloaded from a buildup of water. Perimeter/edge wall or other roof exte4sioa 1my block this : * 6 0 0: discharge if overflow scuppers (wall outlets) are not provided. It may be necessary toinstall eygr4$vv scuppers in accordance with the requirements of Sections R4402, R4403 nd R4413. Aer4lAfs Signature Date Contra r Signature Date iz u t,3� 4a 5�- Property Address S 33V3 g Permit Number Revised on 7/9/2009 LD;07/01/2015; Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (Genmat Information) Vaisbr Pam* No. Process No. Contractor's. Name Dec-, T �±kym---i � Job Address_ f L/ N -e 1 g S+ . 1 ROOF CATEGORY 1 ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes t ❑ Prescriptive BUR-RAS 150 t ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovenng• ROOF SYSTEM INFORMATION • • .. 60 .. . 0 OP Low Slope Roof Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF) • • • • • • • • • • • • • • • Section B (Roof Plan) • • • • • • • • • 1• Sketch Roof Plan. Illustrate all levels and ections, roof drains, scuppers, overflow scuppers' " "s. Inelu'ae dimen- '� ' • • • • and "ovorilow drain C ns and levels, clearly identi dime ons of elevated pressure zone and I bon of partipets. • • • • • S• • 38 •••••• !' � AU 2 � 2018 � ' •••��• . • 1• i •••••• BY: •• . • 1 • � • t t Q a o 1 o Q , 1 o J 1 CJ U a' -5 1 c� Lu Q t > 2 p Cn t r/1 C t r J t t i W LJ d t Q 0 1 � Z Z d o 1 1 ■ e'. FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on J 2015W t to c se Agreement. No further reproductions authorized. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low 810ppd Rgo f §Xd2M) Fiil in Specific Roof A =mbly Components Fastener Spacing for AnchodBaase Shoat and Identify Manufacturer Attachment (if a component is not used, identify as'NAJ System Manufacturer. GAF i, M , _ Fuld: _JL' oc Q l ap, # Rows 2 Q _A_I oo NOA No,. 15-1020.01 Perimeter ..6 goo a Lap, # Rowe A„ ®-A-• oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 42.8 Pmax2: 71.7 Pmax8. 1. 08.0 Comer: 6 - oc gf dap, # Rows 4 ® 6• cc Number of Fasteners Per Insulation Board Max Design Pressure, From the Spook NOA N/A System; -45 Field Perimeter Corner Dad Type; Plywood t3augwmwwwss: Min.5/8" Slops: 1 /8:12 Anc hodowe Sheet d, No. of Ply(s):1 ply 75# Base Anchor/Base Sheet FastenedSonding Material: 1 1/4" RS Coil 8 1 SiR" TQ insulation Base Layer N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Meterlal: N/A Top insulation Layer. _,. N/A Top Insulation Size and ThldLnM: N/A Top Insulation FastenedBonding Material. N/A Base Sheets) 3 No. of Py(s);Ruberoid 24 Smooth Illustrate Components Noted and Detells as Applicable: Woodblocking, Gutter, Edge Termination, $tripping, Flashing, Continuous Clost, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. .... Height of Bass Roof Flashing, Height, Parapet pdW Material, •. • Material Thickness, Fastener 1�Q�% f stansr • • • • • Spacing or Submit Manufacturers Detals that Comply with RAS 111 and ChapterW.: • ..... . .. Cap Sheet Ruberoid 20 760 Base Sheet Fastener/Bonding Material: Ty^jj W Aft shalt Min. 5/8" Plywood Ply Sheats)A No. of Py(s): N/A Ply Sheet Fastener/Bonding Matadsi: N/A Top Ply: GAF Mineral Surfaced Cap Sheet 3x3 26 ga Galy. Top Ply Fastener/ Bonding Material: Type IV Asphalt Surfacing: N/A 0 .... % Par�p' Height • FT, 12 Mean Roof Height 2018 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep r Sloped Roof System) r� r ■ rrrrrr■..�.�■ Roof System Manufacturer: -&RA"' Notice of Acceptance Number: _ ®Sty q -7 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1:01?• P3• Maximum Design Pressure qO q- (From the NOA Specific System)* Method of die attachment: VI 0c) fY '`1� ' • •' •' . 1 .. ...... ... . Steep Sloped Roof System Descriplio • r �M, Roof Slope: 3 :12 Ridge Ventilation? 25 nderi estener Type & Spacing: 11114 IRS is IV I I Cap Mean Roof Height_ I —1—__] Covering: & She Drip / Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section E,Mle Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for Mrwtth the values from M r. lithe Mr values an greater tban or equal to the Mr values, for each area of the roof, then the tale attachment method is acceptabk. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,Mg: NOA Mt �c` • 3 : a �t �• ;t � � r�yZ- M4i ,lam (P=: z _ � — Mg: 7, &Z- = M"' gNOA A* (P3:JQ�:� � )—Mg:Ztla�"�g NOAK ` Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (K) From Table Below NOA M, • M, Required Moment Resistance*Main Roof H.919M Root Slope 15' W 25' • 3W: • • 4 • 36.5 •3 • es, - 1 • • iias •• +; • • • • . 2 • Y6 • • *Must be used is cogjunedon with a list of moment based the systems endorsed bytbe: • - Broward County Board of Rues and Appeals. • • • • • • For Uplift based tide systems use Method 3. Compared the values for F' with the values for F,. H the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift: Based Tile Calculations Per RAS 127" Frj:___. NOAF Fn:_ NOAF (P3::zl•_=� : w:=_J—W:^zcds8:_= Fry:_ NOAF Where to Obtain Information Description S bol Where to find Desipt Presto Pl or M or P3 RAS 121 Table I cc by no wpw n es s=b3Isjrqw6d by PE based an ASM 7 Man Rouffleight H Job site AWSkipc g Job Site NOA Restmins Moment due to NOA Attaohmml Mr NOA Rapiwd Moment Nfieft is AttimbaltUt Raistlaw F, NOA Res ,straw F. Nkiwed A Ttle W ' A Tile Dimensions i lung& w—width NOA MI alwled= mast be auhmitted to the BmIding Official set Ow torte MI®DARE � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 Miami -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.P.t Oct Cor4rPlrSection • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve 41" sight to h1we 10s * 0 0 0 % product or material tested for quality assurance purposes. If this product or material fails toper n in the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatol Teyoke, r0e4ify, or • suspend the use of such product or material within their jurisdiction. RER reserves the rightl8'rtvoke tflis &teptanc2':' • • if it is determined by Miami -Dade County Product Control Section that this product or material' falls to meet the ""' .. .. .. ...... requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the F1Qrid;l $iilding Code � • ••: • including the High Velocity Hurricane Zone of the Florida Building Code. : ""' DESCRIPTION: Saxony 900 Concrete Roof Tile ' 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 revises NOA No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino a NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Saxony 900 Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-5/32" Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Prbduct . " •' •' • •; • Specifications Descri `tion TAS 112 • • • Flat profile, interlocking, ki@14fessure extruded concrete roof tile with twQ narltoles. fial direct dec , • batten, mortar set or adhesi"%tt applitatiMs. • • • • • TAS 112 ...... ... . ..... Flat profile, interlocking, bWlj,-ptessure ex%oed .....9 concrete roof tile with two #wi'l holes. For -direct deck, batten, mortar set or adhesive set appli;itigl�. Top► • • • : • surface produced with 4 d:ffe;&g conftgurations: • • •; 1. Complete tile brusl'ied 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 • Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Auncy The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida Test Identifier Test Name/Renort 94-084 Static Uplift Testing TAS 101 (Mortar Set) 94-060A Static Uplift Testing TAS 101 (Adhesive Set) 25-7183-6 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) 25-7183-5 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Project No. 307025 Wind Driven Rain Test #MDC-77 TAS 100 7161-03 Wind Tunnel Testing Appendix II & III TAS 108 (Nail -On) .'. Letter Dated Aug. 1, 1994 Wind Tunnel Testing • • • • • • TAS 108 (Nail -On) ... ; • • P0631-01 Wind Tunnel Testing .... TAS 108 (Mortar Set) • • • • • • P0402 Withdrawal Resistance TestiVIP •; screw vs. smooth shank nails' " ...... R1.894/R2.894/R3.894 Physical Properties • TAS 112 .'. 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 .D' to 1991 .... ..... . .. 04,Vg. i 994 .... . July. 1994 : "": . . .. ..... '3dUt. 1993 • ... • .. ...... . .' . .4pg:1994 ...... ...... •]hcr T998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/ 16 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be inaWled in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS J 20i • • • • • • • • • • • • ; • 4.2 Data For Attachment Calculations '. ...... .. . ...... Table 1: Average Weight (W) and Dimensions (I x w) • • • Tile Profile Weight-W (Ibf) Length -I (ft) ••'• Wrlth=0v (ft) Saxony 900 10.9 1.417 ..'..' Slate, Shake & Split Shake • • • • • • • Table 2: Aerodynamic Multipliers - (ft3) •• Tile X (ft3) x (ft3J' ' Profile Batten Application irect Deck Application Saxony 900 0.291 0.315 k Slate, Shake & Split Shake .0z - Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 6":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 18-0509.17 KAMMADE C=NT Expiration Date: 04/26/22 r—TnToApproval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile • Resisten►ee • • • Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 • • • • .... •4 5 . 1 See foam adhesive manufacturer's component approval for installation requirements. • • • • 2 The Dow Chemical Company TileBond- one -component foam minimum weight per paddy 13.9 rams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. • • 0 • 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 ams • • • • • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) •..•.• for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 s 40.4 4 931 �__45 6 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 • • V Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". . . .... ...... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALESFLPLA%'1j. ....:. LOCATED UNDERNEATH TILE ' • • • •' :....: .... . .. 6. BUILDING PERMIT REQUIREMENTS ...... ... ..... ..:..' 6.1 Application for building permit shall be accompanied by copies of the followina.. •, • 6.1.1 This Notice of Acceptance. . . ' ...... 6.1.2 Any other documents required by the Building Official or applicable buildin. code.'ifi orkr to . . . properly evaluate the installation of this system. • • • • ...... • PROFILE DRAWINGS +R NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES G UNDERLOCK I SAXONY 900-SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 MIAMMOADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 Miami 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 thi sqApeptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to Iheet th'e ...... requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the FIM64 Milding'Code • • • • • including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal • • • • ...... ... ..... .. .. .. ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq cii'e ! tate 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'tfien has b0A ub change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. (i NOA No.: 18-0502.03 MIAMMADE COUNTY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36" x 36' rolls TAS 103 SBS self -adhering asphalt sheet material with a 36" x 72' rolls ASTM D1970 white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Boral Citadel Plus 36" x 72' rolls ASTM D1970 SBS self -adhering asphalt sheet material with a poly film -facer; for use as a mid -ply underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood, NH. • 2. Houston, TX. . . .... ...... . . .. �. ...... .. . ...... EVIDENCE SUBMITTED: """ ;.•.•; Test Agency Test Identifier Test Name/Report- • • '..Bate ..... , PRI Construction Materials OCF-356-02-04 . ASTM D1623• 07:25/18"* Technologies, LLC. OCF-356-02-02 TAS 103 „�„� Q7724/18* 0 • OCF-356-02-01 ASTM D1970: 07/26/18• • 0.:. OCF-424-02-04 ASTM D1623. :' • U7725/18. . OCF-424-02-01 ASTM D 1970� • • 0 • • 09/25/18o OCF-424-02-03 TAS 103 '• 06//25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 NOA No.: 18-0502.03 Expiration Date: 08/02/23 11 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. YYYY Note: When used in Tile roof systems BORAL TileSeal Underlayment S4all be Ll,�ailed to • • • • Y deck with approved annular ring shank nails and tin caps at a maxinOn 12" o.c.Itaside •. ...... .. . ...... laps. No nails or tin caps shall be exposed. Y Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mwc wlcally f agWtd Rogt •. • Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic ShinglefwaambliesY Y. . Y:.. • .. .. YY YYYYYY ...... . . . . . Y ....YY ...... . Y ...... Y NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (A]Ifj or the Miami -Dade County Product Control Department for approval provided that appropriaje dpCumentaddii 1s • • • • • • provided to detail compatibility of the products, wind uplift resistance, and fire testing results ...... .. . ..... . 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any lo�,Qvcjcing panels. Sweep the deck thoroughly to remove any dust and debris prior to application. .... .. . 11. When applying the membrane in the valley, start at the low point and work to the high pb111t" rolling t;e embrahb;. •. from the center outward in both directions. For ridge applications, center the membrane and poll from the center o"o outward in both directions. .. .. .. .....• . 12. Roll or broom the entire membrane surface so as to have 100% contact with the surfaceo, giving special au ntion.to..:. overlap areas. • 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current ProductCcmtrol' Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below END OF THIS ACCEPTANCE MIAMMADE COUNTY 1, 0 NOA No.: 18-0502.03 Expiration Date: 08/02/213 Approval Date: 08/02/18 Page 4 of 4 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tNivw.miamidadaeovieconomv ICP Adhesives and Sealants, Inc. 12505 NW 44'h Street Coral Springs, FL. 33065 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 Miami 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. . * 0 0 This product is approved as described herein, and has been designed to comply with ttc Qooda Building Code* • • • • • including the High Velocity Hurricane Zone of the Florida Building Code.'00 ...... ..0 . ...... DESCRIPTION: ICP Adhesives Polyset®AH-160 • • • .... . .. .. .. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,04f?,$tate aitl'toltowing • • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. " " 00 "' 00 RENEWAL of this NOA shall be considered after a renewal application has been filed and there bas be a ndshange ""' in the applicable building code negatively affecting the performance of this product. • • • • • • • • . .. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 anv 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. Por, .. �� f mriX, I APPROVED NOA No.: 17-032]1,7 Expiration Date: 05/1 Approval Date: 04/2 Page I ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset" AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives NIA TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack' N/A 30 & 100 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment; • • • • • • • .. . .. . .... • • • PRODUCTS MANUFACTURED BY OTHERS: • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA.Vltiph list at'titi4ent resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • • • • • • MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./fl.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ftz 3.1 Penn / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMbaADE cotTY NOA No.: 17-0322.03 • Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Men cy Test Identifier Test Name/Renort Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 70%02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 TAS 123 02/211LZ '....' ...... Celotes Corp. Testing Services 528454-2-1 TAS 101 • • • • • 1oh2 ;,5 • • • • • • 528454-9-1 • • • • • • • 528454-10-1 •••• �• •• • 520109-1 TAS 101 "" """ IA8/W• "00 ' ••;••� 520109-2 520109-3 " " " ""." 520109-6 ..�.� � � 520109-7 ...... •••••• 520191-1 TAS 101 '••••; 03/QJ99• ;••••; 520109-2-1 '. • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlaymcnt shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset°G AH-160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset, AH-160. 2. ICP Adhesives Polyset°D AH-1.60 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polysee AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack' 30 & 100 dispensing equipment only. •••• 7. ICP Adhesives Polyset' AH-160 shall not be exposed permanently to sunlight. • 0000 • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes Sfiter ICP Aoesive�s Polyset® AH-160 has been dispensed. • • •; • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accon�; with the • • 'Placement Details' herein. Each generic tile profile requires the specific placement notftbvrtn. ; • • • • NOA No.: 17-0322.03 Nw Expiration Date: 05/10l22 Approval Date: 04/27/17 Page 4 of 11 Mail threoult pZastis cement twhe� re+Wirear Pabdy48tn.atkVk). undrrlAymrmE�'Si3 4yir. �.:`~/J/f—�f✓ calla CTOSUM DETAIL # 2 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the file closest to the overlook of the the being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. . . .... Medium Profile / Double Pan Tile • • .... • ...... .. . 1. Starting at the eave course, tffl� Yrninimum62" (50.8 .... ; mm) x 10" (254 mm) x 1" (rAlti�►) foa*fpaddy • • ' onto the underlayment shown under the positicneWas of the file closest to W4overloc'k'#f the ' •' pan portion tile being set. Insure approxi' jt* fy 17 (109.7 cm2) — • • 23 (148.4 cm2) square inch VhesiNV contact with the underside of the tile. 0 0 :so*** • so 0 2. At the second course, apply a minimum 2".(0.%nm) • x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/1.0/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 son. Swap pitch appikations in contact with the pan tile. {when required) 2) Turn covers upside down.Place adhesive in to 1 in. from outside edge of cover**. Then install the We. Ensure 20 to 25 sq.in,contactarea. Undertayment y ' Sheathing Eaveclosure (motar shown) Weephole Fascia Board Remove top portion of the cave course cover tile. Abut to second course of pan tiles. Ensure ewe and of pan and cover tiles are flush at eave line. TWo Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pin tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the�covej tile. LeVv e • approximately 3/4" (191i) to 1" (25„ nVn) from the outside edge of th%4 c, inNNUCL Uee of foam to allow for expansbad.. 4. Turn cover tile over after kw is jied•and place onto pan file course..olmlre a miaimuxi of 20 (129 cm2) - 25 (161.5" square inch* contact area on each siWdj:ft cover the to the pan tile. Continue in sa&e malmer.1hvj4vay any cured exposed foam adhesive. Painting of longitudinal edges of the cover tiles are . considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIA�MI-' MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315.2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) wtivn.�temt�rlu�..eav/�ennn�v GAF 1 Campus Drive Parsippany, NJ 07054 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 Miami 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. • • • • ...0. . .. . This product is approved as described herein, and has been designed to comply with t* f icrida Bulddng Code including the High Velocity Hurricane Zone of the Florida .Building Code. • • • • • • • DESCRIPTION: GAF RuberoidO Modifted Bitumen Roof System for Wood We".. • : •'..' LABELING: Each unit shall bear a permanent label with the manufacturer's name Qr.00 city, state••; and following statement: "Miami -Dade County Product Control Approved", unless oihwwse noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been fib �d end there►�as • been no change in the applicable building code negatively affecting the performance of this produeC • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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 revises NOA No. 14.1030.02 and consists of pages I through 67, The submitted documentation was reviewed by Jorge L. Acebo. APPROVED � NOA No.: 15-1020.01 .Expiration Date; 11/06/19 Approval Date: 02/15/18 Page I of 67 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS' Ply 4 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat. Tri-Ply® Ply 4 Ply Sheet 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® 39.37" ASTM D2178 Smooth surfaced asphaltic ply sheet FlexPly' 6 (1 meter) Wide reinforced with fiberglass mat. GAFGLAS® 475 Base Sheet 39.37" ASTM D4601 Smooth asphaltic base or base/ply sheet (1 meter) Wide reinforced with fiberglass mat. •••. Tri-Ply' #75 Base Sheet 39.37" ASTM D4601 Smooth asphaltic j)asg of base/p�ysheet • • • • • • (1 meter) Wide reinforced with fiberglast mat.•••,•• •, GAFGLAS' #80 UItima' Base 39.37" ASTM D4601 Smooth asphalticbfa3&bt base/pVslfeet '•'••• Sheet (1 meter) Wide reinforced with fiberflss mat. ' :....: GAFGLAS® Stratavent' 39.37" ASTM D4897 Smooth surfaced aspl tic per;)rattd • • • • • • Perforated Venting Base Sheet (1 meter) Wide venting base sheett4ihf4rced vditK. ; •• ••• fiberglass mat. " " "' • • ` GAFGLAS' Stratavent' 39.37" ASTM D4897 Smooth surfaced asphaltic nailable venting '. Nailable Venting Base Sheet (1 meter) Wide base sheet reinforced with fiberoglea9 mat. ' • •' •' Bottom side surfdgoewvth gran Igs.� • • • • Ruberoid' HW 25 Smooth 39.37" ASTM D6163 Smooth surfaced torch applied'$S j%se (i meter) Wide or ply sheet reinforced with a fiberglass mat. Ruberoid' HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS base (1 meter) Wide or ply sheet reinforced with a polyester mat. Ruberoid' HW Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat - (I meter) Wide welded SBS cap sheet reinforced with a polyester mat. Ruberoid' HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch FR (I meter) Wide applied SBS cap sheet reinforced with a polyester mat. - NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 2 of 67 Test Product Product Dimensions Specification Description Ruberoid® EnergyCap' HW 1 meter ASTM D6164 Fire retardant granule surfaced heat - Plus Granule FR (39.37") Wide welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCote"' Elastomeric Coating. Ruberoid® Torch Smooth 39.37" ASTM D6222 Smooth surfaced torch applied APP base (1 meter) Wide or ply sheet reinforced with a polyester Tri-Ply' APP Smooth 39.37" ASTM D6222 mat. Smooth surfaced torch applied APP cap, Membrane (I meter) Wide base or ply sheet reinforced with a polyester mat. Ruberoid' Torch Granule 39.37" ASTM D6222 Granule surfaced torch applied APP cap (I meter) Wide sheet reinforced with a polyester mat. Tri-Ply' APP Granule Cap 39.37" ASTM D6222 Granule surfaced torch applied APP cap Sheet (1 meter) Wide sheet reinforced with a polyeste? Mat. Ruberoid' Torch Plus Granule 39.37" ASTM D6222 Fire retardant gra.4 strfaced wrch FR (1 meter) Wide applied APP cap shegt"inforceti-wrth a polyester mat. '""' ' Ruberoid' EnergyCap' 39.37" ASTM D6222 Fire retardant grariUte 3urfacect tu'cff Torch Plus Granule FR (1 meter) Wide applied APP cap Aeet reinforced with a polyester mat. Ca; ZeNt is factory coated with TOPCOAT; Dpi jucote- Elastomeric Coatnng.• ; Ruberoid' EnergyCap' 39.37" ASTM D6222 Fire retardant granule turfacedftell Torch Granule FR (I meter) Wide applied APP cap sheet reinforced,with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCote' Elastomeric Coating. Ruberoid' 20 Smooth 39.37" ASTM D6163 SBS polymer -modified asphalt base or ply (1 meter) Wide sheet reinforced with a fiberglass mat. Ruberoid' 30 Granule 39.37" ASTM D6163 Granule surfaced mop applied SBS cap (I meter) Wide sheet reinforced with a fiberglass mat. Ruberoid' 30 Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (I meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid' 30 Plus Granule FR 39.37" ASTM D6163 Fire retardant granule surfaced mop (1 meter) Wide applied SBS cap sheet reinforced with fiberglass mat. Ruberoid' Mop Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (I meter) Wide sheet reinforced with a polyester mat. Tri-Ply' SBS Granule Cap 39.37" ASTM D6164 Granule surfaced mop applied SBS cap Sheet (I meter) Wide sheet reinforced with a polyester mat. Intec Flex PRF 39.37" ASTM 136164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' Mop Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (i meter) Wide sheet reinforced with a polyester mat. NOA No.:15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 3 of 67 Test Product Product Dimensions Specification Deserintion RuberoidO Mop Smooth 1.5 39.37" ASTM D6164 Smooth surfaced mop applied SBS base (I meter) Wide sheet reinforced with a polyester mat. Ruberoid' Mop Plus Smooth 39.37" ASTM D6164 Smooth surfaced mop applied SBS base or (I meter) Wide ply sheet reinforced with a polyester mat. Ruberoid' Mop Plus Granule 39.37" ASTM D6164 Granule surfaced mop applied SBS cap (1 meter) Wide sheet reinforced with a polyester mat. Ruberoid' Mop Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced mop FR (I meter) Wide applied SBS cap sheet reinforced with a polyester mat. Ruberoid® EnergyCap' Mop 39.37" ASTM D6164 Fire retardant granule surfaced mop Plus Granule FR (I meter) Wide applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT' EnergyCoteTM Elastomeric Coating. Ruberoid' Mop Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced.mop• • (I meter) Wide applied SBS cap ;heat reinforced w*th a polyester mat. • Ruberoid® EnergyCap°' 30 39.37" ASTM D6163 Fire retardant grape%4tVfaced mop• Granule FR (1 meter) Wide applied SBS cap s4W reinforced with a fiberglass mat. Clap4ish is faltory coated with TOPCOAT�•lixor/Cote : • • • . . Elastomeric Coating. • • • • GAFGLAS® Mineral -Surfaced 39.37" ASTM D3909 Granule surfacedpspllaift cap sheet Cap Sheet (1 meter) Wide reinforced with fiberglaft mat.;...;. Tri-Ply® BUR Granule Cap 39.37" ASTM D3909 • • • Granule surfaced asphaltic cap:koet- Sheet (I meter) wide reinforced with a fiberglass mat! • • GAFGLAS®EnergyCap' 39.37" ASTM D3909 Granule surfaced asphaltic cap sheet Mineral -Surfaced Cap Sheet (I meter) Wide reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. TOPCOAT® Membrane 1, 5 or 55 gallons ASTM D6083 Water based elastomeric coating. United Coatings' Roof Mate 1, 5 or 55 ASTM D6083 Water -based elastomeric coating TCM Coating Gallons TOPCOAT® Surface Seal SB 5 or 55 gallons ASTM D6083 United Coatings' Surface Seal 5 or 55 Gallons ASTM D6083 SB Roof Coating TOPCOAT® MB Plus United Coatings' Roof Mate MB Plus Coating 5 or 55 gallons 5 or 55 Gallons Proprietary Proprietary Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent-based.thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. Water based, low VOC primer designed to block asphalt bleed -through. MIAMFDADE CONOA No.: 15-1020.01 �LI. • M , UNTY Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 4 of 67 • • • • . ••••• Test Product Product Dimensions Specification Description FireOut' Fire Barrier Coating 5 or 55 gallons Proprietary Low VOC, water -based fire barrier coating. Flex Seal"' 1, 5 gallons TAS 139 Solvent -based elastomeric sealant. or l qt. tube VersaShield® Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fiberglass -based Roof Deck Protection underlayment and /or fire barrier. VersaShield® Solo' Fire- 42" roll wide, ASTM D146, Non -asphaltic, fire resistant fiberglass Resistant Slip Sheet 100 ft. D828, D4869, underlayment D6757 Matrix' 102 SBS Membrane 3, 5 or 55 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Adhesive adhesive for modified bitumen roof systems. . . .... ...... APPROVED INSULATIONS• . ...... .. . .... ' .. Tablet •••••• • Product Name Product Description .' Mdyufact0 ftr • • • (Wf&Curredt NUA) ...... ... . EnergyGuard' Polyiso Insulation Polyisocyanurate foam insulation • GAF • ..... .. .. .. ...... EnergyGuarr Tapered Polyiso Insulation Polyisocyanurate foam insulation :":':GAF '. . . . EnergyGuard' RA Polyiso Insulation Polyisocyanurate foam insulation GAF. : • ...... • EnergyGuard' RH Polyiso Insulation Polyisocyanurate foam insulation • • GAF • • • • • • EnergyGuard' RH Tapered Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard' RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard' Perlite Recover Board Perlite recover board GAF EnergyGuard' Perlite Roof Insulation Perlite insulation board GAF EnergyGuarr RA Composite Polyiso Polyisocyanurate foam insulation GAF Insulation with high density fiberboard or permalite Structodek® High Density Fiberboard Roof High density fiberboard Blue Ridge Fiberboard, Inc. Insulation SECUROCK® Gypsum -Fiber Roof Board Gypsum board United States Gypsum Corp. SECUROCK® Glass -Mat Roof Board Gypsum board United States Gypsum Corp. DensDeck® Roof Board Gypsum board Georgia-Pacific DensDeck® Prime Roof Board Gypsum board Georgia-Pacific NOA No.: 15-1020.01 M1AMI•DADE COUNTY �� ...•. Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 5 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. Drill-Tec' #12 Fastener Phillips head, modified #12 x 8" GAF buttress thread, pinch Max. Length point, carbon steel fastener #3 Phillips for use in steel or wood head. decks. With CR-10 coating. Available with a pinch point or drill point. 2. Drill-Tec"' #14 Fastener Truss head, self -drilling, #14 x 16" GAF pinch point, high thread Max. Length fastener for use in steel, #3 Phillips wood or concrete decks. head. 3. Drill -Tee' XHD Fastener Truss head, self -drilling, #15 x 16" GAF- • pinch point, high thread Max. Length . . .... ...... • • • • • • fastener for use in wood or #3 Phillips • ...... .. . ...... steel decks. Carbon steel head. ' extra heavy duty fastener used in steel decks. ' ....... .. .. . 4. Drill-Tec"' 3" Steel Plate Round Galvalume® steel 3" Round • • .. GAF... ......... stress plate with • • • • • • • • • • • • reinforcing ribs and • • • • • • • recessed for use with Drill- TecT" fasteners. .'. :....; 5. Drill-Tec' 3" Standard GalvalumeO coated steel 3" Round • GAF-: , • , • • Steel Plate stress plate for use with approved Drill-Tec' fasteners. 6. Drill-Tec"' ASAP 3S Drill-Tec' 412 fastener #12 x 8" GAF with Drill-Tec' 3" Max. Length Standard Steel Plate. #3 Phillips head with 3" Round plate 7. Drill-Tec' AceuTracI0Flat A2-SS aluminized steel 3" square; GAF Plate plate for use with Drill- .017" thick Tec'" fasteners.. 8. Drill-Tec' AccuTrac® Galvalume® steel plate 3" square; GAF Recessed Plate with recess for use with .017" thick. Drill-Tec' fasteners. 9. Drill -Tee' 3 in. Ribbed Round Galvalume® plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Description Factory Mutual Research Corp. 3001276 FMRC 4470 3010215 FMRC 4470 3029832 FMRC 4470 3036980 FMRC 4470 3034312 FMRC 4470 3040738 FMRC 4470 3042887 FMRC 4470 3046081 FMRC 4470 IB9A8.AM FMRC 4470 3D4Q2.AM FMRC 4470 OD1A8.AM FMRC 4470 Factory Mutual Research Corp. 797-03221-267 FMRC 4470 797-10228-267 FMRC 4470 797-04694-267 FMRC 4470 797-03825-267 FMRC 4470 RR203450 FMRC 4470 FM Letter FMRC 4470 FM Letter FMRC 4470. Underwriters Laboratories RI306 UL 790 Trinity Engineering 4483.04 97-1 TAS 114 IRT-ARCON Inc. 02-005 TAS 114 02-014 TAS 114 01-039 TAS 114 Trinity) ERD C8500SC.11.07 ASTM D6862 G30250.02.10-2 ASTM D6222 G30250.02.10-3-R2 ASTM D3909 G31360.03.10 ASTM D6164 G32520.06.1 I ASTM D1876 G33470.01.11 ASTM D6164 G34140.04.11-2 ASTM D6163 G34140.04.11-4-R2 ASTM D4601 G34140.04.11-5-R3 ASTM D4897 G36780.07.11-R1 TAS 114-J G40620.07.12-2 ASTM D6222 G40630.01.14-1 ASTM D6163 G40630.01.14-2A ASTM D5147 G40630.01.14-2A-1-R1 ASTM D6164 G40630.01.14-2B-R1 ASTM D6164 G40630.01.14-2C ASTM D6164 G40630.03.14 ASTM D5147 G43190.03.14-1 ASTM DS147 G43190.03.14-2 ASTM D5147 G43190.05.14-R1 ASTM D5147 Date 01/28/99 03/01/01 05/11 /07 08/14/09 04/09/09 05/18/12 11/14/1 I 02/I3/13 09/04/97 04/30/97 04/01/98 09/24/07 O1/15�15• 06/11/09- 07/14 )$- . 12104A S' 04/11/13 09/ ;;/4 5• • . .. O 1 /21/1 g ; 06/06/97 03/Q1N®ice• 04/08JO2. 03/(7UQ2.' 11/30/07 11/11/10 06/03/ I 5 03/31/10 06/28/I 1 01/13/11 04/25/1 I 6/4/2015 6/4/2015 07/18/11 07/17/12 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 MIAMN14DECOUNTY NOA No.: 15-1020.01 • Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Aeency Test Identifier Description Trinity I ERD G43190.1 l . ] 3-1 ASTM D6222 G43610.01.14 ASTM D5147 G46160.02.15 ASTM D6163 G46160.02.15-2D-1 ASTM D6163 G46160.03.15 ASTM D6163 G46160.09.14-2A ASTM D5147 G46160.09.14-3A ASTM D6164 G46160.09.14-3B ASTM D6164 G46160.09.14-3C ASTM D5147 G46160.12.14-3E ASTM 136164 G6850.08.08 ASTM D6163 G6850.08.08-R] ASTM D6I64 G6850.10.08 ASTM D6222 G6850.11.08 ASTM D6222 SC6870.08.14-R1 ASTM D3909 PRI Construction Technologies LLC. GAF-122-02-01 TAS 139 GAF-245-02-01 ASTM D6083 GAF-276-02-01 Rev ASTM E2178 ASTM D6083 GAF-306-02-01 ASTM E96 GAF-314-02-01 ASTM 132178 GAF-315-02-01 ASTM D2178 GAF-369-02-01 ASTM C1289 GAF-434-02-03 TAS 1 ] 4-1 GAF-434-02-04 TAS 114-J GAF-464-02-01 ASTM C1289 GAF-498-02-01 ASTM D6083 GAF-499-02-01 ASTM D6083 GAF-500-02-01 ASTM D6083 GAF-559-02-01 TAS 117(B) GAF-559-02-04 ASTM D1876 GAF-559-02-05 ASTM D1876 GAF-559-02-06 TAS 114(H) GAF-559-02-07 ASTM D903 GAF-559-02-08 ASTM D903 GAF-559-02-09 ASTM D903 GAF-559-02-I1 TAS 114-J GAF-559-02-12 TAS 114-J GAF-559-02-13 TAS 114-J GAF•559-02-14 TAS 114-J GAF-559-02-15 TAS 114-J GAF-559-02-16 TAS 114-J GAF-559-02-18 TAS 114-J GAF-559-02-19 TAS 114-J . Date 11/15/13 01/22/14 02/12/15 02/09/16 03/11/15 09/09/14 09/09/I4 09/09/14 09/09/14 12/29/ 14 08/01/08 04/14/11 10/061Q$. 02/1-7jQ2. • 09/04114 . 051(; �106' • 06/10/16 01 /0;3/i l . • 07/07/1 08/23/1 } 08/26/11 • 10/22/12 09/0j1r3•, 09/067 r3 02/06/14 09/16/16 03/12/14 03/12/14 09/30/14 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 WAMMADECOUNW NOA No.: 15-1020.01 • Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 8 of 67 Membrane Type: Deck Type 1I: Deck Description: System Type E(5): SBS Wood, Non -Insulated Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield' Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLASO #75 Base Sheet, Tri-Pl #75 Base Shee 0 Smooth or GAFGLASO Strataventx' Nailable Venting ase as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1- .0.0 Option #1: 5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 irk wide anchor j4ggt• • • • • side laps and 8 in. o.c. in the field of the sheet in two staggetPA fb%ts. . • • (Maximum Design Pressure —45 psf, See General LimitativaAVe '..'.' .0 0 0 Fastening Miami -Dade County Approved min. 12 ga. annular ring sham nails and min.'] - ....: Option #2: 5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in! I Ni ancho ,shegi • ...0 side laps and 6 in. o.c. in the field of the sheet in two staggered;gws• 000 . 9 : 0 0 • (Maximum Design Pressure —52.5 psf, See General Limitatiot► #7) ' .: ..... Fastening Drill-Tec'" #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Teci 0 • Option #3: AccuTracl Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalum; Play (Flat)re • • • 0 • spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side lays Od:6 in. oA ip ; • • • •; the field of the sheet in two staggered rows. ' 00 0 (Maximum Design Pressure —52.5 psf, See General Limitation #7) Fastening Drill-Tec" #14 Fasteners and Drill-Tec" 3 in. Standard Steel Plates, Drill -Tee'" Option #4: AccuTracg'Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure —60 psf, See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Teci" 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTracO Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure —97.5 ps See Genera/ Limitation #7) Base Sheet: Install one or more plies �uberoidlll 20 Smooth a ered with any approved mopping asphalt applied wEVT t a rate of 20-40 lbs./sq. (See General Limitation #4). . NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 59 of 67 Membrane: Ruberoid® 30 Granule FR, Ruberoid' 30 Plus Granule FR, Ruberoid' Mop Granule, Tri-Ply' SBS Granule Cap Sheet, Intec Flex PRF, Ruberoid' Mop Granule FR, Ruberoid' Mop Plus Granule FR, Ruberoid' EnergyCap' Mop Plus Granule FR or Ruberoid' EnergyCap' 30 Granule FR fully adhered with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. e� W' Mineral -Surfaced Cap Shee -Ply' BUR Granule Cap Sheet or GAFGLA nergyCap in - urfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. .•"'. 2. TOPCOAT' Surface Seal SB or United Coatings' Surface Seal CU Roof • • • • Coating applied in one or more coats at a minimum rate of 1,0,g41, jq. per coat .. • OR • • TOPCOAT' MB Plus or United Coatings'a' Roof Mate MB PWZoating .. . applied at a minimum rate of 1.0 gal./sq.{to be used as a primor}followedzy .. • TOPCOAT' Membrane or United Coatings` Roof Mate TOM "ing • • • • applied in one or more coats at a minimum rate of 1.0 gal./scr pet Coat. • • 3. Fiber Aluminum Roof Coating. • • • • • • • Maximum Design Pressure: APPROVED See Fastening Options ...... . . . . . . .. . .. . . . NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 60 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLASI F1exPly" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck-0 Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing 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. 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 she;(,.. shall be applied using spot mopping with approved asphalt, 12" diameter circles,*24" a c.; or stop.. • mopped 8" ribbons in three rows, one at each side lap and one down the center ot& sheet alloWng a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" 4bxeadrehall be • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application ofeithersystem shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limit4Qt8g maxmpnt. design pressure of -45 psf. .... . .. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic fe*rcekF') value of: 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If trg J*fj*%tener value. • as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 0 • 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachrtient is "td• • on a minimum fastener resistance value in conjunction with the maximum design val'uelisted viithip a specific system. Should the fastener resistance be less than that required, as determined by tire.'. • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, 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 attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (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 NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 TGFU.R1306 - Roofing Systems Page 1 of 1 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 'GAFGLAS® #75 Base Sheet' or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlySond Fastening System' or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUSEROID(D 20 Smooth% "Ruberolde 20 Plus Smooth" or "RUBEROIDS HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASe Mineral Surfaced Cap Sheet" or "Trl-Plye BUR Granule Cap Sheer or "GAFGLAS® EnergyCap'" Mineral -Surfaced Cap Sheet". http://database.ul.com/cgi-binIXYVItemplatelLISEXTI l FRAMElshowpage.html?name=TGFU. R 1306&ccnsho... 5/ 16/2018