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RF-17-800 7"400.,: 1s h� Miami Shores Village At� lf 7j� Roof 10050 N.E.2nd Avenue NE F "" Miami Shores,FL 3313&0000 �J ` k'" _0 Tl Ti m C3� t� P, Phone: (305)795-2204 felt$nate',l623/2p1 Expiration: 09619/2017 Project Address Parcel Number Applicant 243 NE 103 Street 1121360130410 Miami Shores, FL 33138-2430 Block: Lot: PROSPECT MORTGAGE LLC Owner Information Address Phone Cell PROSPECT MORTGAGE LLC 4235 PHILLIPS Boulevard EWING NY 08618- 4235 PHILLIPS Boulevard EWING NY 08618- Contractor(s) Phone Cell Phone A TEAM GENERAL CONTRACTORS G (786)486-5353 Valuation: $ 15,000.00 __.__...: ____ .... �...::.:_...._ ... Total Sq Feet: 2600 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF Invoice# RF-3-17-63429 $9.00 03/23/2017 Credit Card $50.00 $795.00 DBPR Fee $4.50 DCA Fee $4.50 03/23/2017 Check#:2093 $795.00 $0.00 Education Surcharge $3.00 Bond#:3350 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technology Fee $12.00 Total: $845.00 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.PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionong. Futhermore,I authorize the above-named contractor to do the work stated. March 23, 2017 Kuld Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 23,2017 1 COMPLETE COMPLETE • DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature Item 4 If Restricted Delivery Is desired. a [ ern ■ Print your name and address on the reverse U3dresses so that we can return the card to you. ' ,r�4M&07f ,fin# e) fgDsiivery ■ Attach this card to the back of the mailplece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address belo No THi,L+P.S�� 3.21rvice Type EWArtifled Mall® ❑Priority Mail Express' ❑Registered Pa Return Receipt feWeralmRdim ❑-Insured Mall ❑Collect on Delivery 4. Restricted Delivery?(Ex6a Fee) ❑Yes 2. MoleNumt 7016 1370 0001 5883 8022 (Transfer froc---- PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE Flrst-Class Mail Postage&Fees Paid USPS Permit No.G-10 I Ric I p_ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 0 �,I � e i Miami Shores Village Building Department i 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 YT� FBC 201q BUILDING Master Permit No. 9-,$ PERMIT APPLICATION sub Permit No. F-IBUILDING ❑ ELECTRIC 2rROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 09113 me 10? S17 City: Miami Shores County: Miami Dade Zip: 3� Folio/Parcel#: 0/- d134 0/3- ®L110 Is the Building Historically Designated:Yes NO X Occupancy Type:j&-i oad: Construction Type:AF-.<00F Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholdeer):F0,0PE�9:[ M041IMe LLC Phone#:_1?55-3-1B 73 64 - Address: LP 3 5 PA;I),pS 9/vD. City: Ewl;ygi State: /may Zip: ®$6E3 Tenant/Lessee Name: Phone#: Email: ri Q� �^ CONTRACTOR:Company Name:4 ,Vc tne#: T�� 0 Address: ?_Q QA skq PL City: M e St e: �1 Zip: I Qualifier Name:-qw Phone#: State Certificationr Registration#: 1�� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ,gyp City: State: ('- Zip: Value of Work for this Permit:$ /V V® ` OZ Square/Linear Footage of Work: ®0 0 0 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: specify color of color thru tile: Submittal Fee$SCS?+vZ) Permit Fee$ CCF$ CO/CC$ '-- Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ \ Structural Reviews$ Bond$ 5� y TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 /// Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day of 014.0-tCk 20 0-7 by 1'5 _day of (9I&AC k 120 17 , by &er,4A Al. ,who is personally known to ,who is personally known to me or who has produced ]D.L Ft as me or who has produced P.L* as identification and who did take an oath. identification and who did toan oath. ,A44„,, Sus!Jannelli Carlo NOTARY PUBLIC: r ” f, Susi Jamie. �'arlo NOTARY PUBLIC: COflAPA1SSI0N#FF897484 V EXPIRES: July 9. 2019 4_ CCttihlo;lUs-fr rc,--;34 , E ?IRES: I, � �o , www.AARoNNoTARY.com Sign: ' `,e w66NdAARONidU; Sign: imam°°4 11111 i1 Print: Sos; a CARLO Print: so�e �• �A Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A - 622282 State orf Callfomia Secreftry of StaW Statement of Inftrmation jDamnMe Sbxk and AqdcukorW SES and M ro-:$26.08. If thft b an amendmK see IwAmWww MPORTANT-READ INSTRUCTUM t. RATE PROSPECT MANAGEWNT SERVICES CORP. JUL 2M Al 2. A V , ; M d aP .�� ~ .�. � - I'll. of Mate, Wd8 H ... A 00 foan 'k 89P�r fi� ..'. it th tt i,"m 09V oft*wwmun C M#WKS A In tte cavamla of -V 17, �:. SMSTAOMM OfPMNCMM1W`MICE # vv A?COW RM CA- 91403 ` t A 414G3 sxr _-r1 of dw fWa" O, moloto Tt 614 � r j r. r. M ._.. . _,. . aks CA W403. F, ON 1~g OF00 MTV Michael 4�is ll sum 01403 CCaADMN a T vaolow Hunwo �x m ",sum- . " ' l I Zolof 15301Stwfmll_ 01,403 �0, WA* MORM WATE 0#1 aloe CA 5 - ZIP COVE t403 NdMoW elft MUM ftsM I ra=m!t moi'�M,7777,w ' Ias 14i ,. n<! W OF PRMSS its tALOOff , . IATE, Zto CODE CA 19, 0MCA IV RIrygeOF BESS o .. t� ,SUMM4'SMG ZTATVAW OF WORMTMN TO W C-AtpA_sEcgaTAAy FIEF THEE MFOMMMM CONTAMW HeRE ,"MUM4 A"ATrACHWNTS,1 s TAM AND CORRECt 2 c a PROSPECT M 0 R T G A G E Date: 03/15/2017 Property: 243 NE 1031d Street Miami Shores, FL 33138 Please be advised that Gerald M. Lewis is an authorized representative and is to act as our Owner/Agent and General Contractor for Prospect Mortgage, LLC regarding this property.As such, any work requested by Gerald M. Lewis to assist in violation curing or building related issues regarding permit requests are done so with Prospect Mortgage, LLC's full approval. If you have any questions, please do not hesitate to contact our Customer Care Department at 1-855-321-7366. SUSI Jannelli Cada Sincerely, _-'c _ COMMISSION#FF897484 EXPIRES: July 9, 2019 P° WWUV.AARONNOTARY.COM Daniel Zoller EVP 15301 Ventura Blvd. Suite# D300 Sherman Oaks, CA 91403 1-855-321-7366 f , Divi SIGN OF CORPORATIONS rg Wt itf}f';rFt trr3fe' t;j/r3F�elrg .bt i.f. Department of State / Division of Corporations / Search Records ! Detail By Document Number/ Detail by Entity Name Foreign Limited Liability Company PROSPECT MORTGAGE, LLC Filing Information Document Number M000000O0142 FEI/EIN Number 95-4623407 Date Filed 01/25/2000 State DE Status ACTIVE Last Event LC NAME CHANGE Event Date Filed 02/26/2009 Event Effective Date NONE Principal Address 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Changed: 01/05/2010 Mailing Address 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Changed: 01/05/2010 Registered Agent Name&Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 Name Changed: 11/15/2010 Address Changed: 11/15/2010 Authorized Person(s)Detail Name&Address Title MGR PROSPECT MANAGEMENT SERVICES CORP. 15301 VFNTURA BLVD., D300 SHERMAN OAKS, CA 91403 Annual Reports Report Year Filed Date 2014 04/22/2014 2015 03/11/2015 2016 04/11/2016 Document Images 04111/2016—ANNUAL REPORT View image in PDF format 03/11/2015—ANNUAL REPORT View image in PDF format 04/22/2014—ANNUAL REPORT View image in PDF format 03/26/2013—ANNUAL REPORT View image in PDF format 04/10/2012—ANNUAL REPORT View image in PDF format 03/16/2011--ANNUAL REPORT View image in PDF format 11/15/2010--Reg.Agent Change View image in PDF format 01/05/2010—ANNUAL REPORT View image in PDF format 04/28/2009—ANNUAL REPORT View image in PDF format 02/26/2009--LC Name Change View image in PDF format 03/28/2008--ANNUAL REPORT View image in PDF format 03/22/2007—ANNUAL REPORT View image in PDF format 01/10/2006—ANNUAL REPORT View image in PDF format 09/09/2005—ANNUAL REPORT View image in PDF format l 01/13/2004—ANNUAL REPORT View image in PDF format 11/21/2003--Amendment and Name Change View image in PDF format 04/15/2003—ANNUAL REPORT View image in PDF format 02/26/2002--ANNUAL REPORT View image in PDF format 02/26/2001--ANNUAL REPORT View image in PDF format 01/25/2000--Foreign Limited View image in PDF format Flar oda DaPartment of State,DtVZvK n of:xporatfon5 2016 FOREIGN LIMITED LIABILITY COMPANY ANNUAL REPORT FILED DOCUMENT# M000000O0142 Apr 11, 2016 Entity Name: PROSPECT MORTGAGE, LLC Secretary of State Current Principal Place of Business: CC3034168146 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 Current Mailing Address: 15301 VENTURA BLVD. SUITE D300 SHERMAN OAKS, CA 91403 FEI Number: 95-4623407 Certificate of Status Desired: No Name and Address of Current Registered Agent: CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE,FL 32301-2525 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name PROSPECT MANAGEMENT SERVICES CORP. Address 15301 VENTURA BLVD.,D300 City-State-Zip: SHERMAN OAKS CA 91403 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and that my name appears above,or an an attachment with all other like empowered. SIGNATURE:DANIEL ZOLLER EVP &CHIEF OF STAFF 04/11/2016 Electronic Signature of Signing Authorized Person(s)Detail Date Job Site Information SHEATHING AFFIDAVIT Job ZL A)6- /Q3 � Permit Address: ( p� Number. Roofing Company Information 4�60 ame of Roofing Company-. — aliflerl Address: 0�.�-eco /��fn l�t�(! 3 �7- I, Agi! do Hereby affirm: (Print Name of Qualifier) Th1 have personally inspected the re-nailing of the existing roof sheathing as required by Florida Building Code(FBC-B)Section 2322.2.8 and (FBC-R) Section 4402.10.5 for the area covered by the roofing permit referenced above and further state that the re-nailing of the sheathing meets the requirements of the current edition of the Florida Building Code(FBC-8)section 2322.2 and(FBGR)section 4409.9.2. FBC Section(FB-B)2322.2.2 and(FBC-R)section 4409.9.2.2,board roof sheeting shall have a net thickness of not lass than%inch when the span is not more than 28 inches or 518 inch when the span is not more than 24 inches,shall have staggered joints and shall be nailed with 8d ring shank nails not less than two in each 6 inch board nor three in each 8 inch board at each support. FBC Section(FBC-B)2322.2.8 and(FBC-R)4402.10.5,when existing roofs are re-roofed to the point that the existing roofing is removal down to the plywood sheathing,the existing roof sheathing shall be re-nailed with 8d ring shank nails(0.131 diameter by 2-1120 long with a 0.281 diameter full round head). Power driven 8d ring shank nails shall be of the same dimensions. Nail spacing shall be six inches on center at panel edges,six inches on center at intermediate supports and where applicable 10d nails four Inches on center over gable ends and sub fascia. Existing fasteners may be utilized to achieve such minimum spacing, Qualifi Contractor Sign re Date having first being duly sworn,do affirm the (Print Name of Qualifier/Contractor) '011""411",c- BARBARA M DE LA PAZ Notary Public state of Florida be true and come by his own personal knowledge. `? *' Commission #GG 008346 m Q: My Comm.Expires Jul 4,2020 BB Not1 �Pe ary 1 �l Produced photo ID/Type of ID (SteaMtnp) Dad "An owneribuilder acting as contractor is considered the qualifier for this code. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 STOP WORK ORDER DATE:April 24, 2017 TO: Prospect Mortgage, LLC 4235 Phillips BLVD. Ewing, NY 08618 RE: FAILURE TO OBTAIN PERMITS Renovation 243 NE 103 St. Miami, Florida 33138-2430 FOLIO: 11-2136-013-0410 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami-Dade County. The building official has found work regulated by this code being performed in a manner contrary-to thie provisions—of Th iIsco e tharare—angerous r unsafe:-�herebythe buifdirrg official has issue a stop work order for your project. Type of Violation: Building, Electrical, Plumbing Chapter: 1 Section 105.1 of: 2014 Florida Building Code To wit: [A] 105.1 Required.Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any impact-resistant coverings, electrical, gas, mechanical or plumbing system,the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. r Postal CERTIFIED ru (1( Domestic CIO J E • it (U �..� cO Certified Mail Fee CO Ln $ Extra Services&Fees(check box,add fee as appropiko) r:1 ❑Ratum Receipt ftrdoopy) $ r ❑Return Receipt(electronic) $ Postmark O ❑Certified Mall Restricted Delivery $ Here C3 ❑Adult Signature Required $ ❑Adult Signature Restricted Deilvery$ NPostage m s Tota rm 61Postage and Fees $ Y ` 1 r�� Sent Tommi, �--� M a- b C '�' S) 0------------------------------' I ---------------------- aw �----- --- o� fox 1Vti: e�r �c �fhl��7 --- — a�rt-� � �-----y OD REQUIREMENTS FOR CORRECTION. 1. Obtain copies of certified microfilm for the property.Any work not reflected on the microfilm is consider illegal work and should be legalized. 2. Provide certification from a Florida license engineer certifying that the existing conditions of the building including all structural members, electrical, plumbing and mechanical systems have not been modified and are the same as those reflected on the certified microfilms for this property. If conditions have change. Submit permit application with all required documents and 2 sets of plans signed and sealed by a Florida license engineer and or architect.The plans should comply with the requirements of chapter 8-10 of the Miami Dade County Code, section 107 of the Florida Building Code, and any other applicable codes and or ordinances. 2. Pay required permit fees. Therefore,you are hereby directed that on or before Monday, May 22, 2017 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s)will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also,failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami-Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.0 at __._(305)-795.22.04betwye-en t_h_ehour_s_of8:3Q A.M. na d 5_00 PM. Except in the case of life-safetk____ _ azar s,you may be grantedupon request an extension OTF time up to 9U aays to correcthe violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension, please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranioi@miamishoresvillage.com. Thank you for our cooperation in this matter. DSV A R,Lay 9 � Leg r; Ismael Naranjo, B.O, CFM Building Director. Date Mailed: Return Receipt Number: _ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 aN 2601 GLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SANTANA,YOURDETTY A-TEAM GENERAL CONTRACTORS GROUP INC 2805 SW 144 PL MIAMI FL 33175 Congratulationsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and ^. � , STATE OF FLORIDA Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. �,.•. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CCC1329141 ISSUED: 08/23/2016 to serve you better. For information about our services,please log onto www.myfloridalleense.com. There you can find more CERTIFIED ROOFING CONTRACTOR information about our divisions and the regulations that impact SANTANA,YOURDETTY you,subscribe to department newsletters and learn more about A-TEAM GENERAL CONTRACTORS GROUP I the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can IS CERTIFIED under the provisions of Ch.489 FS. serve your customers. Thank you for doing business in Florida, and congratulations on your new license! F�Pf�on ate:AUG 37.2018 usosz3ooaz�ao DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD .� CCC1329141 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Gun A ' Expiration date: AUG 31,2018 a • o SANTANA,YOURDETTY A-TEAM GENERAL CONTRACTORS GROUP INC 2805 SW 144 PL MIAMI FL 33175 Ot ' ISSUED: 08123120-1s DISPLAY AS REQUIRED BY-LAW SEQ# L1608230002740 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: 3/24/2016 EXPIRATION DATE: 3/24/2018 PERSON: SANTANA YOURDETTY FEIN: 432068203 BUSINESS NAME AND ADDRESS: A-TEAM GENERAL CONTRACTORS GROUP INC. 2805 SW 144 PL MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL 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 A�® CERTIFICATE OF LIABILITY INSURANCE DA�03//222/1D 7Wn 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 pollcy(les) must 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 CONTACT TriGen Insurance Solutions, Inc. PHONE Chris Rhoden FAX 315 BE Mizner Blvd A/C No W: (877) 987-4436 A/C No): 954 252-4426 E-MAIL Boca Raton FL 33432 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:Guarantee insurance Company11398 INSURED (248) 971-1030 Trion Solutions, Inc. et al INSURER B: L/C/F Ameritemps Employment II INSURER C: 340 E Big Beaver Road INSURER D: Troy MI 48083 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:cert ID 19452 REVISION NUMBER: 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. tLTH TYPE OF INSURANCE ADL BR POLICY NUMBER MMIDD EFF MMI Y EXP LIMITS 4-70M MERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FlOCCURDAMAPREM E T RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 70THER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO F7JECT LOC PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION PER OTH- ANDEMPLOYERS'LIABILRY Y/N WCPS00079302GIC 12/31/201612/31/2017 % STATUTE OR ANY PROPRIETOR/PARTNER/EXECUT E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 Dyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Coverage is provided to leased employees and not subcontractors or non-leased employees of Ameritemps Employment II. Location coverage effective 12/31/2016. Ref: A-Team General Contractors Group Employees: Riener Aviles, Pedro Cruz, Manuel Rodriquez-Fernandez, Francisco Saaverdra. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 2 ave Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014(01) The ACORD name and logo are registered marks of ACORD 10- 1 ..F 1 -4 CERTIFICATE OF LIABILITY INSURANCE DA TE 7 PRODUCER Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 6874 SW 8 ST ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC# INSURED A TEAM GENERAL CONTRACTORS GROUP INC. INSURER A: UNITED SPECIALTY INSURANCE CO. 2805 SW 144 PL INSURER B: INSURER C: MIAMI, FL 33175 INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRD DATE MM/) DATE MMMD GENERAL LIABILITY EACH OCCURRENCE 1,000,000.00 ❑COMMERCIAL GENERAL LIABILITY SI11003A203221 11/04/16 11/04/17 PRAEM SES GE ToRENTED 50,000.00 ❑❑ CLAIMS MADE � OCCUR MED EXP(Any one person) 5,000 A ❑ ❑ PERSONAL&ADV INJURY 1,000,000.00 ❑ GENERAL AGGREGATE 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 2,000,000.00 Se POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per accident) ❑ PROPERTY DAMAGE El (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESSNMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ElCLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ WC STATU- ❑ OTH- EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CGC1515007 CCC1329141 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL VILLAGE OF MIAMI SHORES VILLAGE 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO BUILDING DEPARMENT THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2 AVE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES, FL.33138 AUTHORIZED REPRESENTATIVE `>V " ` `_ ter':' 'A .. ACORD 26(2001/08)OF ©ACORD CORPORATION 1988 W9725 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY [LBT 6570056 n_j BUSINESS NAMBILOCATION RECEIPT NO. EXPIRES ATEAM GENERAL CONTRACTORS GROUP INC RENEWAL SEPTEMBER 30, 2017 2805 SW 144 PL 6840723 Must be displayed at place of business MIAMI FL 33175 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS A TEAM GEN CONTRACTORS GROUP INC196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC1329141 BY TAX COLLECTOR Worker(s) 1 $75.00 07/19/2016 CREDITCARD-16-042361 This Local Business Tax Receipt only coufirms payment of the local Business Tax The Receipt is not a license, permit or a certification of the holder's quallficadons,to do business,Holder must comply with any governmental or aengovern ntel regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed an all commercial vehicles-Miami-Dade Code Sec 8a-278. For more information,visit www.mlamidade.aovftaxcollectar 009371 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 6441398 LBT BUSINESS NAME&OCATION RECEIPT NO. EXPIRES A TEAM GENERAL CONTRACTORS GROUP INC RENEWAL SEPTEMBER 30, 2017 331 2805 SW 6769878 Must be displayed at place of business MIAMI FL 331755 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS A TEAM GENERAL CONTRACTORS GROU096 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC151 EO07 BY TAX COLLECTOR Worker(s) 1 $75.00 07/19/2016 CREDITCARD-16-042361 This Local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is nut a license, Permit or a certification of the holder's qualification,to do busluess.Holder must comply with any governmental or nougovemommil regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miaml-Dada Code Sec Be-275. For more information,visit www miamidade novhaxneanRm ea` ORIMOH 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. enailing wood decks:When replacing roofing,the existing wood roof deck may have to *bailed 1n accordance with the current provisions of Section R4403. (The roof deck is usually conceako prior to removing the existing roof system). 4• WExfpcmsebd Ceiling: Exposed,open beam ceilings are where the underside of the roof decking roelow. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining4he appearance. 6. verflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is xtoverloaded from a buildup of water. Perimeter/edge wail or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections 84402, R4403 and R4413. ®5, eB Owner/Agent's Signature Date - on ra r Signature Date .� /Ili /0 .tea. 67j Qj ° Property Address f rmit Number Revised on 7!9!2009 LD;07/01/2015; ®S�oREs MiamishoresVillage open .111®f" Buildingrt 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 5--')O®7 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ?P-°SP5ef Mor le LL(_ Property Address: 3 NE 103 S-r- Roofing Roofing Permit Number: Dear Building Of icial: im)# . I If f� A I /I certify that I have improved the roof to wall connections of the referenced pr erty as requir4l by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. 2 Signal a Pr' t Name s OS PFY PVeCii, BARBARA M DE LA PAZ State of Florida =*" :°_ Notar,Public-State of Florida County of Dade Na` :F Commission#GG 008346 0 �qP� My Comm.Expires Jul 4,2020 The undersigned, being the first duly swom, deposes and says that he/she i the owner for the above property mentioned. Sworn to and subscribed before me this day of�, 20 Notary Public, Sate of Florida at Large J0115 [dt (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 a ` M- iami shores Village ®®ea as®o 1" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IT 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: 6 S.2®6 —7 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: PA®sp,Pc+ 0101-19M-f. , LL C Property Address: ?' 3 Roofing Permit Number: Dear Building 0 icial 1 certify that I am not required to retrofit the roof to wall connections of my building b cause: VThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach 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) /*-b d If 11 hu 2a l Signaturer' t a e ' BARBARA M DE LA PAZ .n, J . �) Notary Public-state of Florida State of Florida Commission#GG 006346 County of Dade °FF`Oa'� MY Comm.Expires Jul 4,2020 The undersigned, being the first duly swom, depose and says that he/she is the o er for the above property mentioned. Sworn to and subscribed before me this �J day of ti- Notary Public, Sate of Florida at Large ;(z A, AD 2,7410/M When the just valuation of the structure for purpose of ad valol taxatd is equal to or more than$300,000.00,and the building was not constructed with FBC rwr a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5121/2009 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/17/2017 a Property Information Folio: 11-2136-013-041077IN 14\ i g\ Property Address: 243 NE 103 ST Miami Shores,FL 33138-2430 Owner PROSPECT MORTGAGE LLC � Mailing Address 4235 PHILLIPS BLVD � �` ` EWING,NY 08618 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE � �� 4 �� r_ � Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 3/2/0 - ' Floors 1 a Living Units 1 y Actual Area 2,537 Sq.Ft Living Area 1,792 Sq.Ft Adjusted Area 2,178 Sq.Ft Lot Size 9,300 Sq.Ft Taxable Value Information Year Built 1948 2016 2015 2014 County Assessment Information Exemption Value $0 $0 $0 Year 2016 2015 2014 Taxable Value 1 $361,604 $328,731 $261,402 Land Value $199,874 $164,822 $155,872 School Board Building Value $148,578 $148,775 $145,120 Exemption Value $0 $0 $0 XF Value $21,523 $15,134 $15,261 Taxable Value $369,975 $328,731 $316,253 Market Value $369,975 $328,731 $316,253 City Assessed Value 1 $361,604 $328,731 $261,402 Exemption Value $0 $0 $0 Taxable Value $361,6041 $328,731 $261,402 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction 1 $8,371 $54,851 Taxable Value $361,604 $328,731 $261,402 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Price OR Book- Qualification Description Sale Page 36 53 41 31 52 42 Financial Inst or"In Lieu of Forclosure" MIAMI SHORES SEC 5 PB 10-47 12/31/2014 $310,200 29451-2283 stated LOT 17&E1/2 OF LOT 16 BLK 119 LOT SIZE 75.000 X 124 01/08/2011 $250,000 27551-1013 Qual by exam of deed OR 17165-4387 0396 1 03/01/1996 $122,900 17165-4387 Sales which are qualified 01/01/1993 $108,000 15799-2707 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ROOF ABLIEJN7R CO TRUCTURES S LI Florida Building Code Sth Edition(2014) High-Velocity Hurricane Zone Uniform Permit Appli Ab Section A(General Information) Master Permit No. P ocess No. Contractor's Namelt__�a� Job Address DL ROOF CATEGORY Low Slope 0 Mechanically Fastened Tile Mortar/Adhesive Set Tiles t1_6 _?v I 0 Asphaltic Shingles 13 Metal Panel/Shingles 0 Wood Shingles/Shakes AA 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New roof 0 Repair 0 Maintenance 1K Reroofing 0 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF Steep Sloped Roof AREA(SSFdFMP-Total(SF)J, Section B(Roof Plan) UW Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. Q oop- to a C CD &_ 0 W E F CL Uj Lu a 0 wee 0 0 0 > LU cc Z 00 0 0 oil 0 N M 00 FLORIDA BUILDING CODE—BUILDING,5th EDITIO420i) 0 090 0 0 0 15.37 fflWK- Copyright to,or licensed by.tC()4nGnRIERN:�D);"d:)y Eflempajacio on Jun 8,201510:32:12 AM pursuant to LicenseIi R 11�Mml Agreement No further repr#4qjiorj authorged. 0 & Tile Roof Sysem t 7 Section D Tile Roof System Roof System Manufacturer:IBORAL ROOFING LLC. Notice of Acceptance Number(NOA):116-0711.05 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 0 4 psf Fill In the specific roof assembly components.If a component Is not required,insert not applicable(n/a)in the text box Deck Type: -5/8" Plywood-- - i . Optional Insulation: N/A b y Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof Slope: "/12" N/A Roof Mean Height: 10 ft. Basesheet Type: Method of Tile Attachment: STM FELT D226#30 -Adhesive, Medium Paddy Polyfoam Polypro Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL&TIN CAP N/A Tile Underlayment(Cap Sheet)Type: Drip Edge Size&Gauge: FW face 26 ga.-- POLYGLASS TU PLUS Tile Underlayment Attachment Method: Drip Edge Material'Type: ~Galvanized Metal-- ELF ADHESIVE MEMBRANE .. ... . . . . . .. Drip Edge Fastener Type: 11-1/4 RS NAIL 4 OC .; ;121eprbfil�: 00 "' " SAXONY900 CONCRETE ROOF TILE Hook Strip/Cleat gauge or weight: --Select Hook Stripes % . . ... . ... . ... . . . . . . . :0: . . . . . .. .. . . . .. .. ... . . . ... . . Seddon E Y r Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127° For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. P 1: 9.1 x x -Mg: .62 =Mr1: 687 s®4 NOA Mf P 2: x A .315 = 1.451' -Mg: .62 =Mr2: 13.831' s NOA Mf P 3: 00.7 x X 10.315 1= 1.720 _Mg;V.62 =Mr3: 4.101 s .4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3.Compare the values for IF with the values for Fr.If the F'values are greater than or equal to the Fr values,for each area of the roof,then the file attachment method is acceptable. P1: x1:�=�xw;�=®-W;®=® xCos 0:®=Fr1: s NOAF' P2: x1:�=�xw: = -W:�=® xCos 6:®=Fr2: s NOAF P3: x1: =�xw: = _W; = xCos 0:®=Fr3:�s NOAF Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr : •.: Calculated •—r Minimum Attachment Resistance P •• ••• •• • PToddtt Approval(NOA) Required Uplift Resistance Fr Calculated • . • Average Tile Weight W • • •• ••• • FUuck Approval(NOA) =length ••• • ••• • ••• • Tile Dimensions w=width Product Approval(NOA) . • . . • • . . • . . .. .. . . . •• •• ••• • • • ••• • • } r MIAMM 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/economy 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 this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 grgvi0e4 tg thg user by the manufacturer or its distributors and shall be available for inspection at the job site at tllb requett 8f th$Bjti$iiigj7fficial. . .. . . . . ... . This NOA renews NOA No.13-0723.05 and consists of pages 1•througA 80. •• The submitted documentation was reviewed by Alex Tigera. . ... . ... . . 0. NOA No.: 16-0711.05 MIAMI•DADE COUNTY ••• Expiration Date: 04/26/22 ••• ••• Approval Date: 09/29/16 • Page 1 of 8 . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. 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 Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness .. ... . . . . . .. . .. . . . . ... . . . . .. ... .. . . . .. . ... . ... . . :.. :' :.. 0.0 :.. 0.0 .' NOA No.: 16-0711.05 MIAM4DADB COUNTY Expiration Date: 04/26/22 •+ •• Approval Date: 09/29/16 • . . . Page 2 of 8 . . . . . . . . . . . •. .• . • . .. .. ... . . . ... . . r 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agenev Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations ... . Modynam"Multipliers 09/01/16 Walker Engineering, Inc. Calculations :. �� ,�vo Pstt Ad;wive Set System April 1999 Walker Engineering, Inc. Evaluation CalculatiW?s �.; Rg$to4 �VIQm�pts Due to Gravity 09/01/16 {,tg American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida . ... . ... . . ' MIAMINOA No.: 16-0711.05 •D®LINTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 . . . . . . . . . . . .. .. 00 • •• .. ... . . . ... . . 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 installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w(ft) Saxony 900 10.9 1.417 1.08 Slate, Shake &Split Shake Table 2: Aerodynamic Multipliers - (ft3) Tile X(ft3) X(ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake &Split Shake Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 2":12" 311:12" 4":12" 6":12" 611:12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck 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.: 16-0711.05 COUNTY C D® ••• Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) 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 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32&3 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 grams. 3. ICP Adhesives Polyset®AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake&Split Shake ICP Adhesives Polyset®AH-160 118.94 Two-component foam 40.45 3 Large paddy placement of 45 grams of PolysetS AH-160. 4 Medium paddy placement of 24 grams of PolysetS AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile •" 'AOOplijation : Resistance •• • • . f Saxony 900 Slate, Shake&Split Shake ort g •• 43.96 5 Tile-Tite Roof Tile Mortar ' NOA No.: 16-0711.05 ,. . 3 •• ••• • Expiration Date: 04/26/22 MIAMaD®LINTY Approval Date: 09/29/16 "' ' Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 WALES FL PLANT) LOCATED UNDERNEATH TILE G. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES m 1-5/32"(Slate) 17 " COVERLOCK 13 " .. .. . . . . . .. SAXONY 900-SLATE ' '• • • IAMI•DADE CONOA No.: 16-0711.05 MUNTY �� '•' • •'• • ... w, Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • • • • ••• • • Page 6of8 • • • • • • • • • • PROFILE DRAWINGS NAIL HOLES a 1-9/32"(Shake) 1711 ,, ,�' 1311 Note: Available Top Surface Finishes 6. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE •• •.• • • . a s s• •• ••• •• • • • •• • •' • • • • • • NOA No.: 16-0711.05 Mu►r�anane couw'r�r Expiration Date: 04/26/22 Approval Date: 09/29/16 •: : : : : ':' : : Page 7 of 8 • •• •• • • • •• •• PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 1711 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE .• ... . . . . . .. • . .. .. ... .. . . . .. . ••• . •.• .0.9. • • . . . M •• • ' • • NOA No.: 16-0711.05 IAM ' • •.• •®s , Expiration Date: 04/26/22 Approval Date: 09/29/16 i i i l i i i i Page 8 of 8 • • • • • • • • • • A. •• •• • • A. •• •• MLkM ® 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/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 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. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 sheat the4 eques tof the$uilging Official. This NOA renews and revises NOA No.14-071.7.09 fang 4)n;Di4s bMPagts 1 through 8. The submitted documentation was reviewed Vy Gaspar f koclriguez. 0 . ... �. • . • ... .. NOA No.: 15-0410.04 000 0 i Expiration Date: 09/13/21 ' ' ' "' ' Approval Date: 08/11/16 "' . . . . . .. Page 1 of 8 . . . . . .. .. . . .. .. ... . . 0 see 0 0 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Catesiory: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 333/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced,bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x3'3-1/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10" x 33_3/811 TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 6518"x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 33-%" TAS 103 and �Polyeste reinforced,SBS modified bitumen membrane Manufacturing ASTM 1)61¢4; Svith�sgnded back face and a granule top surface. For Location#2 : : : :sg t$rodf tile underlayment systems. .. •.• •• • • • •• . ... . ... . . .. ... . ... . ... . NOA No.: 15-0410.04 ECCUOTM �ajmallrjExpiration Date: 09/13/21 �� • : : �: : : Approval Date: 08/11/16 .. •.. . . . .*so 0.: :•: : ..: Page 2 of 8 *00 0. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX2313813 TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. 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. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: .. ... . . . . . .. 1.This Notice of Acceptance. 2.Any other documents required by the Buillung O,fficiiior§ppkcabl.wilding code in order to properly evaluate the installation of this materials. . ... . ... . . .. ... . ... 0.0 ... . NOA No.: 15-0410.04 Expiration Date: 09/13/21 • : : •:• : Approval Date: 08/11/16 �•••� �•� �•••� Page 3of 8 ... . . . ... . . INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum 4" head lap.(for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c.at a minimum 4"head lap.(for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . NOA No.: 15-0410.04 Expiration Date: 09/13/21 d s • • : Approval Date: 08/11/16 • • • • • • • • • • Page 4 of 8 • •• •• • • • •• •• ••• • • • ••• • 0 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the precceeirig;iAiinumrirle:inatthtions. • of • • • • • Pxppsm -Lxmta o;s;Da;so MTS IR-Xe Elastoflex TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 :1800 4V006 1 (i • 180 180 180 180 Hazelton,PA N/A 90 ,'N/4 , ".180.0 r • /A N/A 180 N/A •.• • ••• • ,•. • NOA No.: 15-0410.04 E Expiration Date: 09/13/21 •,. + • . • ••• • , + • • • . • • Approval Date: 08/11/16 • • • • ••• • • i Page 5 of 8 ••• • • • ••• • • 7. 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. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles -- (6 Max Per Stack) 77771771 CL ® 12 6l N m Roof Deck prepared with POLWnCK fU Plus •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • ••• • ••• • ••• • NOA No.: 15-0410.04 Expiration Date: 09/13/21 • • • • • . • . Approval Date: 08/11/16 • • i i•i i i • i Page 6 of 8 ••• 0 0 • ••• • • 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 W metal disk as required in Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6" wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4'/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplhed-b a• Iy•ing NlYglass Polyplus 55 Premium Modified •• • . . Flashing Cement, Polyglass Polyplus 5( 1VreMr q rVEt Flan og Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 M8•Fla1A1'ng Cbme'nt tb the atea in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inciese n eitker dite4ion.•T�e jepair should be installed in such a way so that water will run parallel to or over Ilse tQp of a%laps'of the*patca. %. . ... . ... . NOA No.: 15-0410.04 mmug"IMECCOMEMN" Expiration iration Date: 09/13/21 IRNNNELWAI ... . . . . ... . . • � Approval Date: 08/11/16 • • • • • • Page 7 of 8 . .. .. . . . .. .. ... . . . ... . . 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • ••• • ••• • NOA No.: 15-0410.04 E r-= Expiration Date: 09/13/21 ;•; ; ; Approval Date: 08/11/16 ;•••; ;•••; Page 8of 8 .•• . . . .•. . . i `^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) www.miamidade.aov/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'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. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polysee AH-160 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 14-0805.01 and coni§ts of gage5,1 .0. htpu �;l ?� The submitted documentation was reviewed bx•AIr.X:rWa.'.' ..• • • • NOA No.: 16-0315.01 MIAMI•DADE COUNTY • • • ' ' ' ' •• ;• ••• ;• •.• Expiration Date: 05/10/17 JAPPROVED1Approval Date:04/07/16 Page 1 of 11 . . ... . . . . . . . .. . . . .. .. 000 0 0 . .% . . MIAMI-DADE COUNTY MIAMI - - 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) www.miamidade.eoy/economy ICP Adhesives and Sealants,Inc. 12505 NW 44'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. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®AH-160 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 thereguest of the Building Official. : . • . . . . This NOA revises NOA 14-0805.01 and congists of*pages I ihiot gli 11 The submitted documentation was reviewed by`Akx;T igara•• ••• •'' • •. : : NOA No.: 16-0315.01 MIAMI•DADE COUNTYM ...• � .•. • •• . •.. • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• . . • • •.• • • Page 1 of 11 1 t ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile 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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive PolyseeAH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks .00 *-�4.Wo:Vefume*Change @158°F., 100%Humidity,2 . .. . WFe ... Closed Cell Content ASTM D 2856••• 080% •• •• 0 0 ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to n&rW manWatMing 46afion. • NOA No.: 16-0315.01 MLAW ou►oe coutM �•• �� •• �•� �•• �•� Expiration Date: 05/10/17 Approval Date:04/07/16 ... . ... . . Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile 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 Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks .'• •t6.0r verbind Ciange . . @1580F., 100%Humidity,2 .. • weeks• ••• • Closed Cell Content ASTM D 2856••• •W/O•: ••• ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to nAnua9 masitlaMng iWiztign. • NOA No.: 16-0315.01 QMLAAMMIOADE couwnr •• :• •• •• •• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ... ... Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Ar-enc y Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 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 underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile 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 61 G20-3 of the Florida Administrative Code. •• ••• .. . .. . . . . ... . ...• . . • .. .. .. . . .. . ... . ... . . • 00 • • NOA No.: 16-0315.01 MMMMAD,COUNTY ••• •• ••• ••• ••• ••• Expiration Date: 05/10/17 Approval Date:04/07/16 ... . ... . . Page 3 of 11 . . . . . . . . . . . •• •• . • . .. .. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 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 underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile 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. 0-- 0% ••• •• . . . .. . .. . . .... . • . • . • . . • .. ... .. . . . .. . •.• . •.• . • • NOA No.: 16-0315.01 MIAMI-DAD,COUNTY ••• •• ••• ••0 ••• •• Expiration Date: 05/10/17 Approval Date:04/07/16 0:0 . . . . 0:0 . . Page 3 of 11 . . . . . . . . . . . .. .. 00. .. .. ... . . . ... . . 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®AH-160 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 Polyset®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 RTF 1000 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. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . • . • .. ... .. . . . .. . •.• . ••• . • ' NOA No.: 16-0315.01 Musrtauaue counrnr •• •• ••• :•• 0•• Expiration Date: 05/10/17 Approval Date:04/07/16 0:0 . . . . 0:0 . . Page 4 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®AH-160 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. [CP Adhesives Polyset®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 RTF 1000 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 RTF 1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• . •.• . • 0 00• • • • NOA No.: 16-0315.01 riu►rii-Dame court nr :•• ' '•• • '•• • Expiration Date: 05/10/17 Approval Date:04/07/16 ... . . ... . . Page 4 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAM MDE COUNTY F-112910411 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • •• • • NOA No.: 16-0315.01 MIAMI-DADE COUNTY •+• •• •.• ••• :0- •• *•• Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • . • .•• • • Page 5of11 • • • • • • • • • • • •• •• • • • •• •• Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. CMLAMI-D�ADECGUONW BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • NOA No.: 16-0315.01 MIAMFDADE COUNTY • •• • • • • • • ...� � ••• • ••• • ••• • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • • ••• • • Page 5of11 • • • • • • • • • • ADHESIVE PLACEMENT DETAIL# 1 aasattrhplaacle ��ly� e•.,�r�m.� Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2" f a.. 50.8 mm x 10" 254 mm x 1" 25.4 mm foam paddy onto the underlayment positioned as shown, - :. =� under the strengthening rib closest to the overlock of the tile being set. B.avt+rss apaan� � - - �''�. '` -;=. •' 2. Continue in same manner.Insure approximately 17 (109.7 cm')—23 (148.4 cm')square inch adhesive contact with the underside of the tile. _s_ti__- ,_` _ :-•r.i Via,:''. - -''••'�.�'s�,- _-`:- Frisco• Nall through plas k c mew Medium Profile/ Double Pan Tile lwhm rewind) -' - 6.adyaB•n.•rnrd•1 1. 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 pan portion of the tile closest to the overlock of the tile being set. 2 DL%dd2 2. Continue in same manner.Insure approximately 17 z z (109.7 cm )—23 (148.4 cm )square inch adhesive 4. contact with the underside of the tile. �. ��- --•+ ++tai IR-'--..`•-.,, a.�Fa 47j.; %`—`�-�''" r r Closure �� vylJ�•K•K. #�t--� Na WhWo"O PIXOMC --. �.�1 1�°.�I�rrl•1 High Profile/Single Pan Tile dwhan rrqu 4 ar.y�•ur`' ary ,` :'{. 1. 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 ,h toIm,; :=ter .`u J ', under the pan portion of the tile closest to the `='1'"k° overlock of the tile being set. Baacees9 :;i, `` = 2. Continue in same manner. Insure approximately 17 (109.7 cm )—23 (148.4 cm')square inch adhesive "�` '` 'L ti,.y`" •• •••cpnJact wit$t$e u4Verside of the tile. 0 lam 0FIW* • • •• • • • • • —06000" s � ••• ••i •01 ••• i i ••• Drip edge • • • • • • • • • NOA No.: 16-0315.01 C MIAMMADE OUNTY • •• • • • • • • ...� � ••• • ••• • ••• • Expiration Date: 05/10/17 Approval Date:04/07/16 ••• • • • • ••• • • Page 6of11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 1 spa &eatlOA C Fags(LOW BIOpe ROOF Syetem8) RU/R dhe Sp@C/�01�''A88811!$jj/�yy�NpRaJttB.U0 aO/Oj20D6Idt13A0!/BtjgJfBd,/!/8Bl'�DOtBppl�/J@(/1Jg�Iq�@ t@71tkOX. ROOD MT8M MANWFAMURou18 OAF Top PJp: Product Appnwel(maq 13.10$.18yMm � OAF MtNERl41.Cd4P SHEET Whrd U Iret Presslaw TeP Pry Fastening/Bonding Metaai: p �, RAB 1a w Seated CalOutallom HOT MOP ABPHAI.P (P1) FlaM Po f GRANULES SlAfat�Tl� (PSI Patimet m 77.1 pd SD GLE PLY MEMMUS Tg)Comeac -108.0 psf P NlarnufaRuterlType: NA men Pressure From NMA: -134.8 p9y , Roof Slope: 0:18 RoofManFeght: Single PtyShoatlAtt 412bitiilRdeis® PamPSlA� E3 No Yes Parepetwe9He1g1 ®Q No.OfOfogte Ply UtteheeD: me Pij Membrane Fastening!Bon ng Matertat: Dee&Type: -W gk NA SmcrtSpate Ne ®FASTENER SPACING FOR BABBSHWTATTAtaHM W AltetReteQeaklypg; OSZNGt.8P1.YN16MBRANEATFAGMIgw �9 9 R 1.Ftatd;r97nak@I. &EIMM10"eta X11142 V`rLW&MMM M.OIO Fite Bang: $.Perimeter: B oO/a WA VORM s.Comer1Dmao®ups&E:1 ©"&% NUMBER OP FAW MM PN IMU ATION HOARD WA Art�tor 1. Ffft-M P. perimeter[H] & Comer:nNA MA Ireu19ti0n FaEenarTM: Ani SheO Fad Boer(Natetlab NA WA WOOD HARMTYPBAND SGL insWatbn NA AUA Wwd Nailer r8-9W erType end Spun W UtstRetion Bass 1-after Fa94arusr/ 9 MateaiaL• NA WA Ewa COPING IVl6PAt.8Mr N/A & mmummi 8%e MWl 1111; flEI.EOT MW METAL MAT1?RIAL- bmulagan Tap Layer P l MBtedel: lige�za:k4-SM=mrle METAL WEMWORkHook EWE LAVAL HOOK STRIP Basee OAF OLABSBA6E 7biA'(1)PLY NA Base Sheet Fastener/Bor►dptg matte Coping Matert k -9ELEOT PARAPET WALL COPING MATE DV _MAL � 1-1A4°R8 NARANNI OAP 1-618" Pi &N0.of sp coping&tae: -SELECT COPING METAL SIZE OR THICKNESS- OAF HW gbn. rsv.=COPMaMETAL HOOK STRIP SIZE. PZY 8hest J t3ortdtng Me(edeC .. HOT MOP ABp}{ALT Nf� •• • .. . ... . ... . . . . . . .. . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Pawpot Wd1 NeP�ble Desk Illustrate CompoMnte Rioted and Detalls as Applicable: Countertl Guft•Edgs Ts onGfsW /FkMIng,Continuous Cleet,Cant Strip.lass Ftaehing, Mq,Eft Indicate: Mean Rod Heigh%Parapet Height, Height of em FlashMg.Component Medal,MaMel ThIdm Fastener Type,Fastener Spacing Oto Submit Msn rs pups that Comply with RAS-111 and Chapter 1a. Cwwfete web .W - EhOmmIe seelan"oaled tofac911tate water run-off OutioML cnmor le r Elastomenc sealant . -. Metal caantmh=f>png mectr. -:4 - attacFtd e"talc wlwastter P�wan o fL �� Seattflp OfbMf"hbtg wl Roof Mean Hd� tmrrtp !la table materm 1 . �- lsaee Flashing: r' Termttration bar ntWL MODIFIED attached g"DIC _ - Surfaeings Meld piles nrrned up waa GRANULE$ Top Ply: Id � f flashing mitt. OAF MINERAL CAP SHEET r ebm finished roof Inter Ply Sheat ©AF PLY N TOP PV Wombs ase Sheet OAF OLASSBASE 75# ,.. Base Sheet Roof Deck Type: 4 iwt Deck PLYWOOD 618° . .. . . . . ... . .. ... . . . . .. . Or . as: . • • . . . • • . . . . ..• . ... . . ... . Or 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l l><t'(J,Al,,lr17-s�aHlsa�a�axowua. , The VO of gypsum board under arty of the foffewing Goss A.A Or C systems does not adversely affect the rating.The use of%4n.mbdmvm lhmL gypsum board Is an 300110 ebia SIUMM for mbdrnum IMMIstton over C•IS/32 thick MOF desks. The use of PhdyatyrenO IMU1 011 board between mintmurn 114-In.thick mote board and deck with rosin paper(perate/roahr Paper/Po"Wene/Orgs)G 8 Suitable 8MUM(or peWlSac amJras board In the IbIIGwing Cbhas A.8 or C systems. "FnergyGuard®RA"or Mposed Er rgyGvard®RAI or"6nergyGuard®Composite Rho may be substituted for arty Attar polylsocyanurate kuhub 0o to any of the fallowing s6f icalions. Trumbua"Penne Map"may be UVILUd with any of the following"AMM Felt Systema with hot R99"Asphal[. "GAFGLAS®080 Premium 8260 Sheat°may be used in any of the following sasma. "GAFOMS Rest ply 6"and°Tri-p"Uttre-FISMle Ply 6"ere suttelde alternates to°GAFGLASO Piy 6". "GAFfEMP PermelMe Reltver SCOW may be used In list►of any padRe bhshdatlen in any of the ronowing NC Clasalficabons- Unless otherwise badtcoM,any of the"AspheR Felt Systema wltb Hot Pooling Asphalt"may be surfaced with°Ptreshteld MB"at 2%to 3-W100- it?. "Ruberold®Dual Smooth"may be used as an alternate to°AubaroldO Map smooth"or°Ruberwdteh 20"or"Ruberaid8120 Mr "RabmbldO MOP Smooth 1.5"may be used as an aMemeta to°Rubwdd®Map smooth" Class A,8 and C Mat rooting asphv%for use will Organic and ohm ni to Or modified bMumen membranes. "Rvbeeald@ Heat Weld,SBS roofing mambrene mey be hwed in HOU Of"RuWddS Map"SSS Products In any applicable Classifleatan. Class A 1.Dacia C-19/32 Inclinm 3 Insulation(OPtlOtal)t w Ona or mora layarS Parft or wood fiber w glass few or pohesoe WwMte or vreum a Or PedttOlpotylttocyamrret0 CemPOsb Or perllte/vredwas compOslte Or wood fib8ripalytsacyaaurate composite or phendtC,ern thdmese- ply Staab—Three Or mora Pees Type GI Or"GAFGLAS®ply 4°Or"PA-Pty@ Ply 4"or GAFGLAS®Ply ti"list mapped. 8urtactn91—Orwal. Z.Dade x15/32 lnetiter 2 IasutaHon eOCAVltottat)t--One or more havers pahiMa or wood Aber or glass ober ar P�yisoeyanhua�m urethane qr 7sl�h��Thra9 ar p pem "Gp qg® flberfPoJrllacranurata composite or ahenWhc.any Mcknm. r®Ply a"or CiAF1aKAs®Ply 6". cep simeb—One ply Type m"GAFGLA519 MlnaOi SuAaead Cap Shhret"or"TH->h�Mineral Surfahsed Cap Sheat°or°GAFGLAS(D EnergyCap'"`"BUR Minaret Sudafed Cep Shhret." 3.Dacia NC Inclines 2 Insaiatlan COptienai3r—one or more layers Porus,wood ober,glass fiber,Pelytsocyanurate,urethane,Perlite/peiyL40cyarurate c=Pb6Me,perNWurethane mnpndbh MW ftWpolylsocyanurate Com WU4 PIMONC,2-M.ntauiawm. Piy sheen—Two Or more PHU TWO 61"OAFMA"Ply 4","Tri-PlyS Piyy 4"or°GArOMS Ply 61. COP 611eeb—One Ph1 TM 03"GAFM AM Mbmral Surfaced Cep 9lteat or or"Tri-Ply®Mineral Surfaced Cep Sheet GAFGWgp EnmgrCaA SM MMwW Surfoed Cap Sheat.• 4.deals C-16M Inelhrat i SOP 1111140(OP1 OMO—Red loom papa,nailed to deck. Ineulatten((oPkional)t—Any tlddmm perste--wood fiber or tugs fiber or polyisW mhuate meChehkelly fastened or adhered we "SLv-"Oiy"MI FWUWM Syabbh4"orany UL aBOMd Insa►Nl M aM=ove, Rasa Sham—One Ply Typo G2"6AF6LAS®d75 ilgag Sheet`Ur'Trt-PIS 079 Base Sheet"(may be nano). Pty 8heeb�-One or more 1090 TTyyppo�61"GAFGLASS Ply 4"or'Tri•Piyib Ply 4"or GAFGIASM Ply 6". cap ske b—One pWty Type 63°�i10FGLAS@ Mlneral Surfaced COP Sheet Or"TN-My®Miners SOdated Cap Scheel"or'WMAS® Crrargycap" BUR P am Spruced Cap SbM- slRfaetap toptlOna!)l w°TOPaoaT®energrccta°�°apP9�t et a�otzI/�Io.I(�- • • • •• S.Dacia NC • •• • • • • ••• • IRClinOt 3 • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • // St8b8SP--ul-CA • • • • • • • i i A d m/cffii"bin/XYV/t+3mPlateiL,ISF.,'i'fjFRAM'B/shr: age.Ti4�n1?aanne=T... 2/23/2012 ... . ... . ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIS MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 3W 26 Sudan, 175- 478 BOARD AND CODE ADMINIBrRATiON DIVISION 1 Mta 25 Fhedda 33 12474 NOTICE OF ACCEPTANCE MA, f(786}9 mlaW 8(786 mo 99 GAF iv:v►v ailda�d gnv/eceiaemv 1361 Alps Road Wayne,NJ 07470 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 REP,- Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AHJ). Tbis NOA shall not be valid after the expiration date stated below.The Miami Dade County product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:GAF Conventional Built-Up Roof Systems for Wood Docks. LUELING: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 harem. 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 cmateriala,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.Faibtre 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 inspeotion at the job site at the request of the Building Official. This NOA renews and revises NOA No.13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge Li ftebe; : ' .•• •• • •• • • • •• - NOA No..13-1022.15 ... ... >dxplratPon Date:: 1U04lIS APAroIal Date: 1IM6/14 • • • • • • • • • Page l of 16 . . ... . ... . .•. . . . ... . . Membrana Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19132"or greater plywood or wood plank decks System Type E: Bass sheat mechanically fastened All General and System Limitations shall apply. Fire Barrier: FlreOutm Fire Barrier Coating,VersaShicieFire Resistant Roof Deck Protection or (optional) Seouroce Gypsum Fiber Roof Board. Base sheet: GAFGLAS'e#80 Ultima'Base Sheet,Stratavene Eliminator"`Naileble Venting Base Sheet,Ruberoie 20,Ruberole SBS Heat-Weld'Smooth or Ruberoie SBS Heat Weld'" 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLASO Ply 4,GAFGLAe FlexPly 6,GAFGLAS"#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12"O.C.in the field. (Maximum Design Pressure-4S paf.See General Limitation#.9 GAFGLASO Ply 4,GAFOLAS®FlexPly`"6 GAFGLAV#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec #12 Fastener or Drill-Tec"'#14 and Drill- Tee 3"Steel Plate,Drill-Tec'"AccuTrac"Flat Plate or Drill Tec'"AecuTrae®Recessed Plate 12"o.c.is 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c.in the field of the sheet (Maximum Design Pressure-45ps:See General Limitation#7) GAFGLASO Flex Ply'"6,GAFGLASO#7S Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a thstetter spacing of 9"o.c. at the 4"lap staggered and in two rows 9"o.c.in the field. (Max huun;Design Pressure S25 psf.See General Limitation#7) OAFOLAS"080 Ultima Base Sheet,Ruberoide 20,Ruberoide Mop Smooth,base sheet attached to deck with approved 1'/0"anular ring shank nails and inverted 3"steel plate at a thstener spacing of 9"o.c.at the 4"lap and in two rows staggered with a fhstener spacing of 9"o.c.in the center of the membrane. (Maximum Design Pressure—d0 pj f.See General Limitodon#7) GAFOLAS"#7S Base Sheet or any of above base sheets attached to deck with Drill-Tec #12 Fastener or Drill-Tec"' 014 Fastener and Drill-Tec 3"Steal Plate,Drill Tec'" AecuTrae"Flat Plate Or Drill-Teem AccuTrac"Recessed plate 12"ox.in 4 rows, One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 prf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Teem insulation plates at a festener spacing of 9"o.e.at the 4"lap staggered in two rows 9"In the field. (Maximum Design Pressure—60 psf.See General Limitation 09 .. ••• • . . • . •• • •• • • • • ••• • NOA No.:13-1022.15 • • • • • • • • $x{6tion Dale: nitwis •• ••• •• • • • Approval Date: 11/06/14 Page 14 of 16 • . • %. .. . . . . ... . ... . 0:0•• • • Y • 6:0•• • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • Fastening Options: GAFGLAr#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec (Continued) #12 Fastener or Drill-Tec#14 Fastener and Drill Tec 3"Steel Plate,Drill-Tec'" AccuTrae Flat Plate or Drill-Tec"AccuTrac®Recessed Plate 8"o.c.in 4 rows.One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Madmum Design Pressure–7S psj.See General Limitation#7) Ply Shesh One or more plies of GAFGLAe Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a fall mopping of approved asphalt app ted within the EVT range and at a rate of 20-40 IbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap She t or GAFGLAO EnergyCapm BUR Mineral Surfaced Cap Sheet adhered—ma foil mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: Optional on granular smrfaced membranes;required for smooth membranes.Chosen components must be applied according to manufacturer's application instructions. Ali coatings most be listed within a current NOA. 1. Gravel or slag applied at 4001bsJsq.and 300 lbsJsq.respectively in a flood coat of a�proved asphalt at 601bsJsq. Z. Topcoat Maximum Design Surface Seal SB applied at Ito 1.5 gaUsq. Pressure: Sea Fastening Options .06 • •+ • • • • ••• • NOA No.:13-1022.1S •• •.i .i .• i i RnpAradan Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 . ... . ... . . . ... . . . ... . . WOAD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAr Ply 4 and GAFGLASP Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/,"DensDeck"'Roof Board or W'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 eummt Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fust layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a Hill mopping of approved asphalts 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 sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each sidelap and one down the canter of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum desip pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on it Minimum Characteristic Force(F)value of 275 ibl,as tested incompliance with Testing Application Standard TAS 105. If the fastener valM as field-itestexi,are below 275 lb£Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitbed. 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 Applicatior Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architact,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 9. All attachment and sizing of perimeter nailms,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(La.perimeters,extended corners and omen).(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 61020-3 of the Florida Administrative Code. END OF TMS ACCEPTANCE .. ••• • . . • . •• •• •• : :•: •K0A Noa 13-1022.15 •• ••• •• • Elp'radon Datet IMWJ8 Approval Date: 11/06/14 • ••• • ••• • Page 16 of 16 • • •••• •••• • • • • • • • •• • • • •• •• • • ••• • •