The URL can be used to link to this page

RF-18-253 Pe"lt oto. RF-2-18-253 Miami Shores Village Pe=t Type;Roof 10050 N.E.2nd Avenue NE Pen �� ' WOrkGtassificatiofl:Tile/Flat " Miami Shores,FL 33138-0000 "°•' „:V` Phone: (305)795-2204 PetmtS`att1$:APPROVED 10 11D issue Date:2/212018 Expiration: 08/0112018 Project Address Parcel Number Applicant 1200 NE 97 Street 1132050090620 Miami Shores, FL 33138-2560 Block: Lot: MARIA CONTRERAS ELI BRAVC Owner Information Address Phone Cell MARIA CONTRERAS ELI BRAVO 1200 NE 97 Street (05)759-0860 (305)804-7663 MIAMI SHORES FL 33138-2560 Contractor(s) Phone Cell Phone Valuation: $ 25,900.00 21 CONSTRUCTION CROUP (786)301-9917 a...a m Total Sq Feet: 3940 Type of Work:Re Roof Available Inspections: Additional Info:REPLACE TILE ROOF AND LAW SLOPE Inspection Type: Classification: Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF DBPR Fee $4.8888 Invoice# RF-2-18-66297 $15. 02/01/2018 Credit Card $50.00 $833.73 DCA Fee $3.25 02/02/2018 Credit Card $833.73 $0.00 Education Surcharge $5.20 Bond#:3630 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $883.73 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 foreg ing i rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermo e, I authorize a ve-named contractor to do the work stated. February 02, 2018 Authorized Sig ture:Owner / A plicant / Contractor / Agent Date Building Department Copy February 02, 2018 1 l/ V r ORF Miami Shores Village fill Building Department 10050 N.E.2nd Avenue rft e Miami Shores, Florida 33138 �DRiDp' Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit# DATE: C� - v 10 INSPECTION AFFIDAVIT licensed as an OContractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector � .W License#: �� .� ` 5, ��.. 4� a- On or about 0 6�- e � //�� , I did personally inspect the roof deck nailing (Date&time) work at 00 &f— "7 (Complete Job Site Address) Based upon th " amination t have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Ba ed 5 3.84 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this %J day of Notary Public, Sate of Florida at Large Mirieia No ,` 17(P1RM-Auphptr�t 19.20 Vitt ° ,ApRO WARy.coM .,i ' WWW 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection,Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Q-Aaad—(7mnr)n1A1rP)4P=o ,�o Miami Shores Village RECEIVED Building Department FEB 0 12018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 \� Tel:(305)795-2204 Fax:(305)756-8972 v INSPECTION LINE PHONE NUMBER:(305)762-4949 6 FBC 2011 BUILDING Master Permit No. �� 2 PERMIT APPLICATION sub Permit No. F F_J BUILDING r-1 ELECTRIC M ROOFING E] REVISION E] EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1200 NE 97 Street City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-3205-009-0620 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Eli Bravo Phone#: Address: 1200 NE 97 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AIG Homes Inc (DBA 21 Construction Group Phone#: 786-301-9917 Address: 6187 NW 167 Street H-39 City. Miami Lakes State: FL Zip: 33015 Qualifier Name: William Diaz Pho #-8-6 -3ol _ ll n State Certification or Registration#: CCC 1327792 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2 f6 0 Square/Linear Footage of Work: J 7 l.(0 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Replace the roof and low slope Specify color of color thru tile: Submittal Fee$-5b 14V. . Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ i)V TOTAL FEE NOW DUE$ (R,evised02/24/2014) 25 3 3 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 is a 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 F The foregoing instr ent was acknowledged before me this The foregoing instr ent was acknowledged before me this day of t-�O cz)R 20 by day of Q1QJ v Q 20 0 �8 by YL�c�CO who is rson I own to 1a �tG who i ersonall known t0 1 Z . p_v_ me or who has produced as me or who has produced as identification and w o did take an oath. identification and w o did take an oath. NOTARY PUBMilliela NO NOTARY PUBLI coMUIlssloN x,+348 ,, ��. '' Mirie{a Brno EXPIRES:Aupus115,2019 �. _ COMMIS510N /ff24�349 /►gRON(�OTARYAM �= EXPIRES:August t5,2019 Sign: wwwSign: ARY.O0N1 Print: � � �� Print: Seal: Seal: I � APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `5>'L I ' Miami Shores Village evil "evil" Building Department 10050 N.E.2nd Avenue �tpRIpP► Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: &11"116 10050 NE 2nd Ave Miami Shores, FI 1(8 Re: Owner's Name: k ciVp Property Address: 20'o 6J� 57 ,�- Roofing Permit Number: Dea u ding Official: I it Y V-45L V-9 certify that 1 am not required to retrofit the roof to wall connections of my building because: ®'fhe 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 BuildingCode FBC or with the provisions ( ) of 1994 edition of the South Florida Building Code(1994 SFBC) 457Z--Z 6)?AVd Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/ he is the owner for the above property mentioned. Sworn 2 to and subscribed before me this �day of z Zs'� 911 �''� Miriela No " COMMISSION 61/44349 Notary Public, Sate of Florida at Large "• ?' EXPIRES:August 15.2019 www.AARotINoTARY.COM • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application- Miami-Dade County Page 1 of 1 I - OFFICE OF THE PROPERTY APPRAIN"ER 01KI, Summary Report Generated On:2/1/2018 Property Information C3 Folio: 11-3205-009-0620 ' # Property Address: 1200 NE 97 ST Miami Shores,FL 33138-2560 i MARIA G CONTRERAS&H ELI Owner BRAVO Mailing Address 1200 NE 97 ST MIAMI SHORES, FL 33138-2560 ' PA Primary Zone 1400 SGL FAMILY-3001-3250 SO " Primary Land Use 0101 RESIDENTIAL-SINGLE 4 FAMILY: 1 UNIT s a�, Beds/Baths I Half 3/2/1 s w Floors 1 Living Units 1 ?: f Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,619 Sq.Ft Taxable Value Information Lot Size 10,371.35 Sq.Ft 2017 2016 2015 Year Built 1954 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $316,427 $308,891 $306,397 Year 2017 2016 2015 School Board Land Value $373,683 $347,793 $316,725 Exemption Value $25,000 $25,000 $25,000 Building Value $184,062 $184,134 $184,206 Taxable Value $341,427 $333,891 $331,397 XF Value $2,419 $2,436 $2,070 City Market Value $560,164 $534,363 $503,001 Exemption Value $50,000 $50,000 $50,000 Assessed Value $366,427 $358,891 $356,397 Taxable Value $316,427 $308,891 $306,397 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $316,427 $308,891 $306,397 Save Our Homes Assessment Cap' Reduction $193,737 $175,472 $146,604 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Sale Page Homestead Exemption $25,000 $25,000 $25,000 05/01/2008 $0 26397- Sales which are disqualified as a result Note:Not all benefits are applicable to all Taxable Values(i.e.County, 3121 of examination of the deed School Board,City, Regional). 21725- 09/01/2003 $473,500 0602 Sales which are qualified Short Legal Description 00000- 06/01/1971 $60,000 00000 Sales which are qualified EARLETON SHORES PB 43-80 W12.50FT OF LOT 20&ALL OF LOT 21 BLK 4 LOT SIZE IRREGULAR COC 26397-3121 05 2008 5 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 hftp://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 2/1/2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION i CONSTRUCTION INDUSTRY LICENSING BOARD f (850) 487-1395 w � 2601 BLAIR STONE ROAD f TALLAHASSEE ' FL 32399-0783 I I DIAZ, WILLIAM 21 CONSTRUCTION GROUP 7864 NW 200 STREET MIAMI FL 33015 1 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and b , Professional Regulation. Our professionals and businesses range �;f' STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque. M DEPARTMENIT-OF,' AND restaurants,and they keep Florida's economy strong. ` % PROFESSIONAL" REGULATION; i Every day we work to improve the way we do business in order CGG1506184;, ri ISSUED,; 06/29/2017:. to serve you better. For information about our services,please toonto www.myfloridalicense.corn. There you can find more CERTIFIED`GENERAi:vCONTRAC�TOR- , g information about our divisions and the regulations impact ,. DIAZ,WILLIAM aim rt.. you,subscribe to department newsletters and learn more about °21'CONSTRUCTION GROUP s� 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 -N IS CE RTIF.fED under the�p�ovisions'"of Ch-48; serve �. serve your customers. Thank you for doing business in Florida, . and congratulations on your new license! bP66 da e,:AUG 31,2018„rr' ,,,u�oszs00002�a�[[ , DETACH.HERE J RICK SCOTT, GOVERNOR JONATHAN ZACHEM,SECRETARY STATE OF FLORIDA k .. - - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIOWINDUSTRY LICENSING BOARD-," w 6GC1 506184 r' The GENERAL CONTRACTOR :.' x� '��.` `- F + . �• All Named below IS CERTIFIED �µ '`s f. • ' t 0nd6f theprovisib,s of.Chapter,489 FS. Expiration date."AUG 31;,201841 -41 •+''� ` ""w' r A .� irr.« ..;a[,/i� lw+"'-'lu.+ - '.y _Y.1 '`►ti K +r.'•Y x`S� `yt' a x 9 W --�'-*DIAZ,WILLIAM- x,21 CONSTRUCTION GSR,OUP�.s; :. ,-6187,,NW 1674ST'HN .,�-40--,fa � `` ,.` 001 41, NLISSUED: 06/29/2017 DISPLAY AS REQUIRED BY LAW SEQ# L1706290000274 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 " W1 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 DIAZ,WILLIAM 21 CONSTRUCTION GROUP 7864 NW 200 STREET MIAMI FL 33015 Congratulations! With this license you become one of the nearly - �x-��- -- �--T - ---- - --- -�-one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range 0-01r, STATE OF FLORIDA from architects to yacht brokers,from boxers to barbequeDEPARTMENT'Of3BUSINESS AND FESSIONAL'REGULATION restaurants,and they keep Florida's economy strong. PRO Every day We work to improve the way we do business in order CCC1327792 IS UEO 06/29/2017._ - to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more , CERTIFIED--ROOFING CONTRACTOf2 information about our divisions and the regulations that impact s DIAZ,WILLIAM"`^,ft-- you,subscribe to department newsletters and learn more about X21 CONSTRUCTION GROUP j :ate ,. , the Departments initiatives. r Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can �„ serve your customers. Thank you for doing business in Florida, +'�rS CERTIFIED under,�thewprovisions or Ch 48'9 Fs...,� and congratulations on our new license! 2p'L' 1e arc a�?o s, - �"'". ,,,,=L17W290900273 - DETACH HERE,-, ._..._. RICK SCOTT,GOVERNOR JONATHAN ZACHEM,SECRETARY i. STATE•OF FLORIDA DEPARTMENT OF<BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION;INDUSTRY LICENSING BOARD , � , t 'The ROOFING CONTRACTOR Named below IS CERTIFIED _ �y - wUnder the provisions of.Chapter 489 FS ,� �"` A WE r Expiiation°date,wAUG.31;2018 ms _ �. DIAZ;'WILLIAM - 4. 21 C.ONSTRU.CTION GROUPS , -:. - �'` '.., �, = 6187-NW167-sST ISSUED: 06/29/2017 DISPLAY AS REQUIRED BY LAW SEQ# L1706290000272 I � { Local Business Tax Fbcei Pt M iami-Dade County, State of FloridaLBT : -THIS ISNOT A BILL-DO NOT PAY 7164478 BUSINESS NAM EILOCA TION RECEIPT NO. Ex-PIR..ES 21 CONSTRUCTION GROUP RENEWAL SEPTEMBER 30, 2018 6187 NW 167 ST H39 7442752 Must be displayed at place of business MIAMI LAKES, FL 33015 Pursuant to County Code Chapter 8A-Art.9&-10 SEC.TYPE OF BUSINESS i OWNER PAYM ENT RECEIVED j 21 CONSTRUCTION GROUP 196 SPECIALTY BUILDING BY TAX COLLECTOR C/O AIG HOMES INC CONTRACTOR 75.00 09H912017 Worker(s) 2 CCC1327792 ECHECK-17-193366 I This localBusiness Tax fbceipt only con"mtis payment ofthe Local Business Tax.The R�!mpt is not a license, perwit,or a certi"cation of the holder's quali"cations,to do business.Holder mst cor piy with any governmental ornaigaaernmental regulatory laws and requirementswrichapply tothebusiness. f The FECBPT NO alive must be displayed on all cortmerclal vehicles-M iami-fade Cote Sec 8a-27A. $ nt® For more irtfometiom visit www niarridadeaov/taxcollectat { 1 i 1 i 4 I t { Aco D� CERTIFICATE OF LIABILITY INSURANCE DATE01/29D/YYYY) o1n9n 8 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 CONTACTNAME: RAIZA CHACON Florida General Agency PHONE (305)3847296 F,Nflr 15280 NW 79 Ct.,Ste.103 E-MAIL general@gmaii.com S• flotida eneral mail.com Q Miami Lakes,FL 33016 INSURERS AFFORDING COVERAGE NAIC e Phone (305)822-0042 Fax (786)456-0047 INSURER A: GRANADA INSURANCE COMPANY INSURED INSURER B AIG HOMES,INC DBA 21 CONSTRUCTION GROUP INSURER C: 7864 NW 200 St INSURER 0: MIAMI,FL 33015- 305 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. ITR TYPE OF INSURANCE NSDL�SUBR POLICY NUMBER POLICY POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © COMMERCIAL GENERAL LIABILITY OHMAGE PREMISES (RENTED Ea occurrence) S 100,000.00 ❑ F-1CLANS-MADE [—] OCCUR N 0185FL00023576-6 MED EXP(Any one person) S 5,000.00 A ❑ N 01/O6n018 01lO6n019 — PERSONAL 8 ADV INJURY S 100,000.00 _ ❑ GENERAL AGGREGATE S 1.000.000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 0.00 ❑ POLICY ❑ P,O ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident S ❑ ANY AUTO BODILY INJURY(Per person) ! $ ❑ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ❑ AUTOS NON-OWNED ;=DAMAGE S ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ $ ❑ UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE AGGREGATE S DED ❑ RETENTION$ S WORKERS COMPENSATIONWC STATU- 0TH- AND EMPLOYERS'LIABILITY Y/N ❑T _Y LNNIT_S_❑ER _ ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S ` OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) ❑ E.L.DISEASE-EA EMPLOYE..S H yes,describe under DESCRIPTIONOFOPERATIONSbelow _ .. - E.L.DISEASE-POLICY LIMB 5,.. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule;if more space Is required) BI AND PD CCC1327792 CGC1506184 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building THE EXPIRATION DATE THEREOF;NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE FOLIC'P,PROVISIONS. Department I/. t 10050 NE 2dn Ave,Miami AUTHORIZED REPRESENTA VE f` Shores,FL 33138 ®1988-201 604tORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD ATE ACC>a CERTIFICATE OF LIABILITY INSURANCE D 01/29/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy Iles)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terns 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 NAME: PHONE A/C,No,Ext): 800 277-1620 X 4800 FAX A/C,No): 727 797-0704 FrankCrum Insurance Agency,Inc. E-MAILADDRESS: 100 South Missouri Avenue INSURER(S)AFFORDING COVERAGE NAICM Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F AIG Homes,Inc.dba 21 Construction Group INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 469881 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMBS LTR INSRO WVD /Y (MMIDDYYY) (MMIDDIYYW) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FIOCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY O PROJECT F7LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO OWNED AUTOS SCHEDULED BODILY INJURY(Per person) $ ONLY AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ ONLY AUTOS ONLY Per accident S UMBRELLA UAB OCCUR EACH OCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE I $ DED I I RETENTION E $ WORKERS COMPENSATION AND 0201800000 01/01/2018 01/01/2019 X PER STATUTE OTH- A EMPLOYERS'LIABIUTY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Q N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $1,000.000 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 if more space is required) Effective 12/12/2016,coverage is for 100%of the employees of FrankCrum leased to AIG Homes,Inc.dba 21 Construction Group(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village EXPIRATION DATE THEREOF,NOTICE WALL BE DELIVERED IN ACCORDANCE)MTH THE Building Department POLICY PROVISIONS. 10050 NE 2nd Ave, Miami Shores,FL 33138 AUTHORIZEDRE�rn� ©1988-2016 ACORD CORPORATION.All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD • �v ■ ' • • O • • • ■ • • ■ • . ■ Lei I • • •• ' • • • . • • c • •Al am-VCR" ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 32' - 1 04 12' 1 FLAT ED Lo N 12'--� 27' 26' z i� in 8'�l TILE ROOF N �* 3/12 M •• ••i • • c r • •e •• ••• •• R • • • 00, 000 o t I 32' Florida Building Code Edition 2017 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL Notice of Acceptance Number: 16-0711.05 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Pmax1: -39.1 Pmax2: -68.1 Pmax3: -100.7 Maximum Design Pressure (From the NOA Specific System): 31.3 Method of Tile Attachment: Two Paddy Placement Polyset AH-160. 0000 •••• Steep S loped System Description •••••• .• 0000.. Deck Type: 5/8 wood deck •0.0 • Roof Slope: Type Underlayment: .. .. •••••• • • • 3 : 12000000 .0000. Insulation: ••• :0000: • . Fire Barrier: N/A Fastener Type&Spacing: -1/4"Ring Shank nails tow rows in the fiel Ridge Ventilation? @12"O.C.and 9"O.0 in the laps N/A Adhesive Type: Polyfoam PolyPro AH160 NOA 17-0322.03 Type Cap Sheet: Polyglass Pilystick TU-Plus NOA 17-0614.22 Roof Covering: Mean Roof Height: 13 1 Concrete roof tile Type&Size Drips Edge: 3"face 26 Ga Galvanized metal r - r c Florida Building Code Edition 2017 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M,with the values from Mf. If the M,values are greater than or equal to the Mr values,for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -39.1 x 0.315= 12.31 )-Mg: 7.62 = M,, 4.69 NOA Mf 31.3 (P2: -68.1 x Q.315 = 21.45)-Mg: 7.62 = Mr213.83 NOA Mf 31.3 (P3:-100.7 x 0.315= 31.72)-Mg: 7.62 = M„ 24.1 NOA Mf 31.3 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mf Mf Required Moment Resistance* Mean Roof Height--i. Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 •. ..� •••••• 3:12 32.2 34.4 36.0 37.4 •• 39.8 ;' ... .. ...... 4:12 30.4 32.2 33.8 35.1 •X33.3 5:12 28.4 30.1 31.6 32.8 ...34.9 �•••�• 6:12 26.4 28.0 29.4 30.5 6095i.4 •• ";". 7:12 24.4 25.9 27.1 28.2 �:� �.0 �• •�• �•��• *Mu"st tie used in conjunction with a list of moment based tile systems endorsed by tie•:�: •• Broward County Board of Rules and Appeals. :...:. •• ••• • For Uplift based tile systems use Method 3. Compare the values for F'with thd Valdes for*•. • • Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then• the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= j-W: x cos 6: = Fr, NOA F' (P2: x 1: = x w:= -W: x cos 8: = Fr2 NOA F' (P3: x 1: = x w:=_)-W: x cos 9: = Fr3 NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier ,1 NOA Restoring Moment due to Gravity MO NOA Attachment Resistance M, NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions I=length NOA w=width All calculations must be submitted to the Building Official at the time of permit application. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2014 High-Velocity Hurricane Zone Uniform Permit Application Farm. Section C.(Low Stone Anolication) Surfacing: Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component Is not used,Identify as"NA") Field:_ 2_"oc 0 Lap,#Rows 2 @ 9 oc System Manufacturer. GAF Material Corp Perimeter:--k-"oc @ Lap,#Rows 4 0_k_"oc Product Approval No.: 14-10 3 0 . 0 2 Corner: 6 "oc @ Lap,#Rows 4 0 6 "oc Design Wind Pressures,From RAS 128 or Calculations: Pmaxi: -4 2 -8 Pmax2: -71 .7 Pmax3: -10 8 . 0 Number of Fasteners Per Insulation Board: Max.Design Pressure,from the specific Product Field Perimeter Corner Approval system:S 2 5 Illustrate Components Noted and Details as Applicable: Deck: Wood Woodblocking,Gutter,Edge Termination,Stripping,Flashing, Type: Continuous Cleat,Cant Strip,Base Flashing,Counter- Flashing,Coping,Etc. 0009 eauge/rhk:kness: 5/8 Indicate:Mean Roof Height,Paiapet Height,Helgly f Base••4 •• Flashing,Component Material,MWirld Thickness,Fastener Slope: 1 4 Type Fastener Spacing or SubT www • ww ww ww ww Anchor/Base Sheet&No.of Ply(s): #7 5 1 P 1 ay '•••••see* 0 • Anghor/Basg,Shee2 F$$tegerlBonding Material: Ring an !Valls •••••• _ . . •wwwww Insulation Base Layer: N/A • Base Insulation Size and Thickness: NSA 1V/A • Base Insulation Fastener/Bonding Material:, Parapet H_ei ht Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A .e. 81 Top Insulation Fastener/Bonding Material: /811 W od DeCk' N/A_ Mean Roof Base Sheet(s)&No.of Ply(s): NSA 3"x3" j Height 1 •` Base Sheet Fastener/Bonding Material: Metal Drip dge 11 N A Ply Sheet(s)&No.of Ply(s): 1 play#75 Ply Sheet FastenedBonding Material: .Ring Shank Nail Top Ply: RjjhCroid-SBS 170 FR J Top Ply FastenedBonding Material: Heat_ Welded FLORIDA BUILDING CODE—BUILDING 15.39 h01A1N MIAMI-DARE 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.¢ov/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,mgd4, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thirbecceptanoe;•••• if it is determined by Miami-Dade County Product Control Section that this product or materialfails to tregt the • requirements of the applicable building code. ••'•" • " This product is approved as described herein,and has been designed to comply with the Floftd'a Building Code •••• 00 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,0city,� wten 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 renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. •�'� '�� I"`�� NOA No.:16-0711.05 CMLAMM�ADE COUNTY Expiration Date: 04/26/22 %(1et Approval Date: 09/29/16 Page 1 of 8 f ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cateeory: Roofing Tiles Material: Concrete Deck Type: Wood i. 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. fbr%S�ect deck, thickness= 1-5/32" batten,mortar set or adhe!4ve Set applicM811s. *000:0 •• • •• • Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,lligb pressurd e$tru$ed ....:. Split Shake Width= 13" concrete roof tile with twoaiJ holes. For direct deck,, • thickness= 1-9/32" batten,mortar set or adhesive aetappliq�tfen$, Top• • surface produced with 4 diffei'Erht configlAgdons: . .. . . ..... 1. Complete tile brusl�eV •••••• 2. Right half brushed.Cshov�n in drawing) • 3. Left half brushed ; ....: 4. No brush ••... • Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure �triided 0 0 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 NOA No.: 16-0711.05 MAMFDAD,COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Mency 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 Got*1994 Engineering,Inc. Test#MDC-77 TAS 100 6,06000 •••••• 9.0 00 • Redland Technologies 7161-03 Wind Tunnel Testing ...... bea1991 ....:. Appendix 11&III TAS 108 (Nail-On) ..•:•• • Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing 9.994 ' TAS 108 (Nail-On) ••" "" ' Redland Technologies P0631-01 Wind Tunnel Testing ": "x15►1994 ....•• TAS 108 (Mortar Set) • Redland Technologies P0402 Withdrawal Resistance Testin&of• ; Sept.J993 .....* 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 Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 16-0711.05 Mu►MNa4oE counirY Expiration Date: 04/26/22 �® Approval Date: 09/29/16 Page 3 of 8 i 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 •••• 0 . 0000 0000.. Table 1: Average Weight (W) and Dimensions (I x w ) .." • 0000 0 00 ... .. Tile Profile Weight-W (Ibfl Length-I (ft) •••••• Width-W (ft) :0000: Saxony 900 10.9 1.417 •..' 'LOB.' ••••• Slate, Shake &Split Shake 0000 •••••• 00 Table 2: Aerodynamic Multipliers -X(ft3) ""`• • 0000. Tile A, (ft3) .'?�(ft3r :. ..: Profile Batten Application Direef Deck Apofication • Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity-Mg (ft-Ibfl Tile 2":12" 3":12" 4":12" S":12" 6":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 MIAM4DAD;COUNTY 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 18 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 Rhirrtum Attachment • .... .. ... .. Profile .•12esisfange • Saxony 900 Slate, Shake&Split Shake Adhesive' •••• 31.32R3•• • •••• •••• ••••• 1 See foam adhesive manufacturer's component approval for installation requirements. 00000* • • •••• 2 The Dow Chemical Company TileBond`°'one-component foam minimum weight per paddy 13.9 grams!• 0 •• •.• 3. ICP Adhesives Polyset®AH-160 two-component foam,minimum weight per paddy 8 grams. :90:8: •. Table 6: Attachment Resistance Expressed as a Moment - Mf;ft 115V '•• ;• ••; 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 Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Mu►MMADE Coutrrir Expiration Date: 04/26/22 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 6. 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 igpTAer to properly evaluate the installation of this system. ...... PROFILE DRAWINGS '•'••• •• •••••• .... .... . . .... .... ..... NAIL HOLES • . • . . . . ...... l 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK I SAXONY 900-SLATE NOA No.: 16-0711.05 MIAMFDADE COUNTY • Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 1# 17 " 13 " 0000 . . 0000 0000.. 0.0.0. . .. .0000. Note: Available Top Surface Finishes •••••• 4.00.: 5. Complete tile brushed "' • 6. Right half brushed (shown in drawing) •••• •�+ 0000.. 0.000 7. Left half brushed ..•..' :""' •••••• 8. No brush 0000.. 00 0000.. SAXONY 900-SPLIT SHAKE " ' .• .•• f NOA No.: 16-0711.05 MLAMI-Daoe COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 PROFILE DRAWINGS NAIL HOLES A 4 1-9/32"(Shake) 17 0000 0000.. 13 •0000. 0000.. 0000 0000 . 0000 0000 0000. 0000.. 0000 .090.. 0000.. SAXONY 900-SHAKE ...... . . 0000.. 0. . END OF THIS ACCEPTANCE NOA No.: 16-0711.05 MLAM aaoe counrrr Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 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.¢ov/economy ICP Adhesives and Sealants,Inc. 12505 NW 440'Street Coral Springs,FL.33065 f 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 r%wiiements of the applicable building code. ' This product is approved as described herein, and has been designed to comply with the Tilos da Bt!Wding•Code•••,;• including the High Velocity Hurricane Zone of the Florida Building Code. 06 • .... .... . . DESCRIPTION: ICP Adhesives Polyset'AH-160 • .... .... ..... ...... . . ..... .. .. . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Fite•Mate:and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 0 •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and Mitre h-as beep•da trbange' in the applicable building code negatively affecting the performance of this product. 00 0 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 renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMMAD,CO;NTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 1 of 11 i 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 0000 Dispenser RTF1000 ' 0 0000 0 0000.0 ICP Adhesives ProPack' N/A Dispensing Equipment " • 30& 100 • 0000.. • 0000.. 0000 0000 . . 0000 0000 0000. PRODUCTS MANUFACTURED BY OTHERS: • 0000.. ••s•.• Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current N04,wbi4i list attachment •' resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. •••••• 0000.. • • • • . 0000.. MANUFACTURING LOCATION: •'• ••••• • • 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results a Density ASTM D 1622 1.6 lbs./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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @1580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMMAD;COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Reuort 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 04/1&12 P39740.02.12 TAS 101 02/N426 6 •••••• TAS 123 •• • • . • • ...... . .. ...... Celotex Corp.Testing Services 528454-2-1 TAS 101 '""" 10/23/98 •••• 528454-9-1 "'• • 528454-10-1 ••�• •�••• ...... . . ..... 520109-1 TAS 101 •• •' 12/28178" ...... 520109-2 • 520109-3 . . . . ...... 520109-6 •�•��• 520109-7 •• '" ' 520191-1 TAS 101 03/0I/§9 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. NOA No.: 17-0322.03 MIAMMAD,COU�WjjuaNTY ynlj Expiration Date: 05/10/22 Approval Date:04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset'AH-160. 2. ICP Adhesives Polyset'AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file 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 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 a�el JI P Adhesives .••• . Polyset®AH-160 has been dispensed. .... .... . . 9. ICP Adhesives Polyset'AH-160 placement and minimum patty weight shall be in accord&'with the ... • Placement Details herein. Each generic tile profile requires the specific placement noted hgreia. •••••• .. .. . ...... . . . . ...... NOA No.: 17-0322.03 MwMNDADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 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 Profiles Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 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 undepQ LABELING: •••••• •• •••••• All approved products listed herein shall be labeled and shall bear the imprint or identifiable marjd1,gt%fthe •• • manufacturer's name or logo and following statement: "Miami-Dade County Product Control Apj*Wd" or the Mil'ami- ••:••• Dade County Product Control Seal as shown below. ":••: :...:. ...... • . . . . ...... • 0 0 0 • 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.: 17-0322.03 MIAMMAD,COUNTYM Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 p1macewmarh Flat/Low Profile Tile u • 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam j paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock N lain. of the tile being set. ...ca..0 2. Continue in same manner. Insure approximately 17 • (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. go"Ckauto, Medium Profile/ Double Pan Tile 1�enre�edred! � y# tfirmrY 1.- Starting at the eave course,apply a miuiawm 2" ur .ayr (50.8 mm)x 10"(254 mm)x.l"(25.4 ;foam••••;• paddy onto the underla;mo;t positiopeo as�shown •• under the pan portion of•ffie tle closest ta'the overlock of the tile being W.2kLwtd* see** Saw""dit-u�# 2. Continue in same manner M lure appy oxirnately 1.7.;•.• (109.7 cm2)—23 (148.4 FPt2*).stluare VfLV Adhesive..... contact with the underside.pf the tile.lei • . . . . ...... #au.Clo�ua • • • • • �iwursa fad High Profile/Single Pan Tile hwihen ewqu4radY wd�i Issl+TNr# 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 nun)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown 1614.a under the pan portion of the tile closest to the 2i"`"lda overlock of the tile being set. Salim& 4 2. Continue in same manner. Insure approximately 17 q�it�rrtat (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile! E rss Fi�dis i 4'y W"Pb* tOfr�`� ;n. �, Eseeslasure MIAMMADE COU NOA No.: 17-0322.03 �ffj...oymj Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 �e.•«..m olb" AMM) Flat/Low Profile Tile �"" • 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 strengthening rib of the tile closest to the overlock of w+ the tile being set.Insure approximately 11(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �3 rte, x 7"(177.8 mm)x 1„(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 10” (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. ."". . . .... ...... •I • • • � { Medium Profile/Double Pan jilt h�ase�cpprsed .•.• .•.. . . 1. Starting at the eave course,'ap y a minirxarrr 1"(509;••• mm)x 10"(254 mm)x 1"Ea5 4qpm)fob}p$Ildy •'••• onto the underlayment positionLtl as shdwn under the pan portion of the tile closet td the overlock of the • the being set. Insure appro ximatefy 17(j 894 cm2);•*• 7t"` 23 (148.4 cm2)square inchadhcstve cont�Qt With the""; underside of the tile. ' 6saiteesoU�vnai ``` •• ' 2. At the second course,apply a minimum 2"(50.8mm) 10 +, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan .c..,rw. portion of the tile closest to the overlock of the tile . Few being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Mu►rtFaaoEcourrrr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) XW fibre r �+ld�tD.e+�htitrl High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2"(50.8 i 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.Insure approximately 17(109.7 cm2)— rt� 23cm 148.4 )square uare inch adhesive contact with the ( underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) tan CAWFW x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the > + underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesiq contact with the underside of the tiles •••• 0066:6 ...... . .. ...... .... .... . . .... .... ..... ...... . . ..... . . ...... ...... . . . . ...... NOA No.: 17-0322.03 MLAWDanE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 ��nro� �cemem aletweentaw 1. On the eave course only,apply a minimum 2" (50.8 era�opdnn�a • mm)x 10"(254 nun)x V (25.4 mm)foam paddy ° 11 onto the underlayment positioned as shown,under 914epad# the strengthening rib for flat tile or under the pan an tap of de portion of the tile for low or high profile tile closest 4:4iL -E �.,, to the overlock of the tile being set.Leave a ```�. approximately 4"(10 1.6 mm)up from the eave piddf edge free of foam to prevent the expanded adhesive ani° ZZ41M from blocking the weep holes. Insure approximately 17-23 in'(109.7-148.4 cm2)of ,otn adhesive contact with the underside of the tile 2 Em`s 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x V (25.4 ommmmmmmma mm)foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NAdeonghpbndccminew sinylepaaayurdmde pan portion of the tile,closest to the underlock for t•hmreq*eM Pao ►Pwween mwl the second course tile to be installed--1%6are ••••;- approximately 8-9 in'(S 1•.6 5$.1 cm;}4f adhesive Baum P'ft Wndu tHei contact with the undersides the tile •' " wd .... ..... oetapoftie tea, (Instructions continued on ne:�gg�e) • . .,:..' • ...... * a:41n. k ...•.. 34in. • Single on +. •••••• • • • • • • 0.000. • • 0000•• • • • :+.,,. 0000•• Oki ``•w 21n. '••' . •• . • e . • • •. • Ewe QOStIR Eave Course Fasidik Medium ProflleTlle NOA No.: 17-0322.03 CMALMMADEQU Expiration Date: 05/10/22 Approval Date:04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) [ 1!ttroagti plestie Single padAt ordertile (Whenisqukao 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 (19 mm)paddy on top of the eave course tile Battws Paddylondertikt surface as shown,on top of the strengthening rib � for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 4 X 4 in. 9(58.1 cm2)- 11 (71 cm2)square inch adhesive contact with the underside of the tile at the overlap pkat a:a and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at ., the head of the tile.Continue in same manner. Eam Cow, fain21n � High l rafleTtlo ...... . .. ...... ..•... . . •.•.. w w• •www• • • • • s • • • • •www•• •ww•w• NOA No.: 17-0322.03 MwhtNoaDeKlifidAM-191 r Expiration Date: 05/10/22 Approval Date:04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Place enough adhesive to achieve65 to 70 sq.in. Steep'pitch applications 1. Starting at the eave course,apply a minimum 2" In contact with the pantile (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2►Tum covers upside down.Place adhesive in paddy onto the underlayment positioned as to t In.from outside edge otcarertile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25sq.In.contact area. .,g tiles from rocking until adhesive has a chance to Y r Underlsyment cure.�r' ° 2. Continue in same manner bringing'two pan courses up toward the ridge.Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside -rte sheathing of the pan tile. Eave closure �,,•�' (molar shown) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile.Apply a minimum 1"(25.44lnm)x 10" (254 mm)bead of adhesive directlyeeft the innee•• Remove top portion of the save course cover tile.Abut to second course of • • n Iles.Ensure esus end of edge of each side of tfie t;ovtr file;C�aJr: pa pan and cover tiles are flush at save One. approximately 3/4"(IV W1 to 1"•(25:4 mm) 660414:••••• from the outside ed ofNetile,inwa•�Two Piece Barrel-High Profile Tile free ••••; foam to allow for expoyipp. • • 4. Turn cover tile over aW Wm is appliecfand place onto pan tile coumax"ure a minimum of • 20(129 cm2)-25(143 cm3)squ*;411CU contact area on each stie of the coder tile to the:.••• • pan tile. Continue in salh*e mkner.•Mil away • •t • any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 MInMFoe►ne couiJnr Expiration Date: 05/10/22 Approval Date:04/27/17 Page 11 of 11 MIAMFDiADE 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 mgr4 he requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Floritilt Buildin C0 0 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,"fi k-slate add fdlldwing...... 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 andtherghas been no change....; q• • •• • • • in the applicable building code negatively affecting the performance of this product. 0 00• • 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 renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. NOA No.: 17-0614.22 rtu MDADE COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL ,Category Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'33/8" 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'x 3'3'/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 658"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhLgijig,:iolyeslgr reinforced•• • Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a 3 rdof file ••••;• Location#1 &#2 underlayment. •••••• .... ... . Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofiWmemtira v:glass-:.... Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a gr snulare�urfa ce ..:..' Location#2 designed for use as a tile roof Qnderlaymetit. •••••. 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 meoibrgnp.Desrgne as a metal .....• roofing and roof tile underlayihbnt.• •• • Manufacturing • 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 65'8"x 333/8" 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 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Mu►MMADeCOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Auncy 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 D 1970&TAS t10.0.•. •96)0/16 ...... .. • • PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •••0•. : 84,629/06 ....:. PUSA-055-02-02 TAS 103 ..•••• 12/10/07 . • • PUSA-089-02-01 TAS 103/ASTM D4798&Gly ..071%6/09 ..... ... .... . Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798 4.tom ;•04 01/08 ::• RX14E8A TAS 103/ASTM D4798&"" 1 J/09/09 �•�• DX23D8B TAS 103/ASTM D4798 A Gf5S • 02118/10 ....:. DX231)8A TAS 103/ASTM D4798 8:GI-11 :117N/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. MIAMMADE COUNTY F.G..• 1 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 Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMMADE o;� Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 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 lI or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6"o.c. at a minimum 4",hgio 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 H or ASTM D 2626. •• •... Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12"grid,6" o.c. at a minimum,"fiead 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.: 17-0614.22 MAMIFOIADe COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 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 re move 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,roiling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3"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. 0000 GENERAL LIMITATIONS: "'• •••••• 1. Fire classification is not part of this acceptance. •••••• 0 .. 000000 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polysfick MTS Plus may bo 0... used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,rodttile.Systerr%4qd quarry,•0 0 0 slate roof assemblies. 000000 0 0 0;0•• Polystick TU P may be used in all the previous assemblies listed except metal roofing! •• ..000. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofirW Hd roof tile sgstems. •, Polystick TU Max may be used in non-structural metal roofing and roof tile systems o0 0:. .00.00 0 0 0 0 0 Elastoflex S6 G may be used in roof tile systems only. :*000: 0 0 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 preceeding maximum time limitations. Exposure Limitations(Davs) MTS IR-Xe Elastoflex TU TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 CMLw�E COutrrir Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 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. 1 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 Polystick Elastoflex Polystick TU Plus, Polystick Polystick System(E3) Profile MTS S6 G TU P,Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens SSSS ly The above slope limitations can be exceeded only by using battens in accordance witbthe Approved Z1 Syste •••• 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 tv avoid drQgging of;•••• tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for Ioadiog proceduovb too tiles... laid perpendicular to slope followed by a maximum four tile stack parallel to the slopes fort total of 6 Iles—fe*:..• all underlayments except Polystick MTS which shall be loaded onto battens. •••••• SSSS.. SSSS.. .Soso. -- (6 Max.Per Stack) •• ' • • • • • m 12 CL o g U7 P=jl N r tp POL`tUnCKTU Plus NOA No.: 17-0614.22 rtu►rtFtae►ne CouNnr Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 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. •• see*** 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage ed;8%eath as ppf rotXglass • Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 V"meta?disVas ....% required in Miami-Dade County or simplex type nail as otherwise allowable in other reg1gr1*s,at a minimum ratee.... 00 of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail fe0.,�a parh4g*V*ar"on g• • the face of membrane,with the above stated nails and/or disks.The head lap membrana 6"cover the area being;..' back-nailed.(Please refer to applicable local building codes prior to installation.) *goo** %0.00• ...... 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,unifordi laor of Polyglass • Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB*lasfiing Cement, • XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement, applied iri 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 '/a"/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 accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified WeVDry Cement,Polyglass PG500 MB Flashing Cement to the area 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 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 M[4htEO►n;couNnr Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 u 7 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 0006 • 0000.. s 0000•• • • • 0000•• 0000 0000 • • • • • • +••• 0000 0000• • 0000•• •. • 0000• • • 0000•• •• •• • 0000•• 0000•• • • • • • • • 0000•• { 0000•• • • • 0000•• NOA No.: 17-0614.22 Mwhte COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMFDADE MUAMI-DAD:COUNTY • , PRODUCT CONTROL SECTION 1 11 11805 SW 26 Streets Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2174 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/economy GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing:the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade CountyRER- Product Control Section to be used in Miatiii Dade County and other areas where allowed by the AuthorityHaving 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 Iright to revoke this acceptance, if it is determined by Miami-Dq0V•• County Product Control Section that this product or material fails to meet the requirerdents,dithe •••' •••••• - applicable building code. This product is approved as described herein,and has been designed to comply with the•Alorida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. *00900 ••••• •• .... .... ..... ESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for.Wood Declks.,::q, •• ..:..• LABELING:Each unit"shall beam a permanent label with the manufactuie?s name orJogosity,state , • and following statement: "Miami-Dade County Product Control Approved",unless ott;mW11sanoted. ....:. herein. • RENEWAL of this NOA shall be considered after a;renewal application,has been filed and there h%,•a• • 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 Offcial. This NOA renews and revises NOA No. 14-0611.01 and consists of pages-1 through 30: The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.02 MIAWDADE COUNTY111111t Expiration Date: I1106/18 "'• Approval Date:11/05/15 Page 1,of 30 ` T I ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrixi" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®05 39.37' ASTM D4601 Type II asphalt impregnated and coated j Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima"m Base 39.37' ASTM D4601 Type II asphalt impregnated and coated, Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS'FlexPly`6 39.37' ASTM D2178 Type VI asphalt impregnated glass 0l,• (1 meter)Wide with asphalt coating• •••• 0000:0 GAFGLAS®Ply 4 39.37' ASTM D2178 Type IV asphalt impreMatetl glast Ut•• •0 ( 0000.. 1 meter Wide with asphalt coating.*0%'*0 • •• GAFGLAS®Mineral Surfaced 39.37' ASTM D3909 Asphaltcoated, glass jt*jrmat cap sheet �....� Cap Sheet (1 meter)Wide surfaced with mineral grWes. • GAFGLASEnergyCar 39.37' ASTM D3909 Asphalt coated,glas5,1 beyigiatcapsliert 00;00• BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral 4-A ufles wiv00 009000 Sheet factory applied Ener;yCsob jj" .' GAFGLAS®Stratavene 39.37' ASTM D4897 Fiberglass base sheercoated on bgtb jsjts ••••:• Eliminator Perforated (I meter)Wide with asphalt.Surfac$i o4?4e bott8m side 0 �; Venting Base Sheet with mineral granules e'mbe'dded int••9'0 • asphaltic coating with factory perforations. i GAFGLAS®Stratavent" 39.37' ASTM D4897 A nailable,fiberglass base sheet coated on f Eliminator'Perforated (i meter) Wide both sides with asphalt.Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules 4 embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Smooth (1 meter)Wide polymer-modified asphalt and smooth 1 surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Roofivlatch' 107 sq.fl:. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld' 170 FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.:14-1030.02 Expiration Date: I1/06/18 MIAMFQAD;COUNTY cApproval Date: 11/05/15 Page 2 of 30 i Test Product Product Dimensions Specification Description RuberoidV SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Plus (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld'"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. -. Ruberoid®EnergyCap-SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld" Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld'"'25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and s uifaeec with mineral granutes.••• •••• ••••;• Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyester'mafcoate4%itlf (1 meter)Wide polymer-modified HpUffand smooN • surfaced. •••••• Ruberoid®Mop Plus 39.37" ASTM D6164 Non-woven polyesk n%rcoated y4th• • (I meter)Wide polymer-modified jtand swefaced ..:..• with mineral granules'..• :0•••• ..•••• Ruberoid`l Mop 170FR 39.37" ASTM D6164 Non-woven polyestartnatcoated with fire • (1 meter)Wide retardant polymer modified asph�jt•Vg •••••• surfaced with minejal g tgules. . • ;....; Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyestef Inat coatecL w1 fire • (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid'Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap'Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral i granular top surface coated with factory applied EnergyCote7. Ruberoid®EnergyCap-Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'". Rooflvlatch" 107 sq.ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR l meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.:14-1030.02 MLAMFDADE COUNTY= Expiration Date: 11/06/18 " • Approval Date: 11/05/15 Page 3 of 30 i r Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with.mineral granules. , Ruberoid'30 FR I meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid'EnergyCap"30 FR I meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid'Dual FR 39.37"(1 meter) ASTM 136162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced wo•". mineral granules. Topcoat'Elastomeric Roofing I,S or 55 gallons ASTM D6083 An acrylic,water based elastoin o •• Membrane membrane system(fes'*d to protec� • •• various types of rooft%%urfaces.• ...... Topcoat'MB Plus 5 or 55 gallons Proprietary Water based,low VQ(; hoer uSeA" ..... block asphalt bleed tbumgh. ..:..' Topcoat' 5 gallons ASTM D6083 Solvent based sprayabla 4ermoplastic• •••••• Surface Seal SB rubber sealant desi&m-d. :protect and •, restore aged roof sutfaces 9nd to1pe a roofs reflectivity.: :....: FireOut"Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire barr)'er••• • coating. VersaShield' 42"x 100'rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection ; i ; i ; ; i i i NOA No.: 14-1030.02 MLAMMADECOUNWMI Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 I 3 t I I APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF I EnergyGuard'"RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'Perlite Recover Board Perlite recover board GAF EnergyGuard'"Perlite hoof Insulation Perlite roof board GAF EnergyGuard'°'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States GypwM Corp. . . .... ...... APPROVED FASTENERS: • ...... . .. ...... TABLE .••:•• • • Fastener Product Product •N1rlufactyPer'• • Number Name Description Dimensions (Wit Current1ION) I. Drill-Tec #12 Fastener Carbon steel fastener used Various :•••••GAF ••••• ••• • in steel or wood decks. • 2. Drill-Tec'"#14 Fastener Carbon steel fastener used Various O GAF ;•••�• ,••••, I in steel,wood or concrete ••.• ; • ;••••; decks. .. . 3. Drill-Tec'"XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec'"AccuTrac®Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec'412 Fastener,Drill- Tec'#14 Fastener and Drill-Tec'#15 Fastener. S. Drill-Tec'" ASAP 3S Drill-Tec'#12 fastener Various GAF with Drill-Tec'3" Standard Steel Plate. 6. Drill-Tec'AccuTrac® Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill-Tec'" fasteners. 7. Drill-Tech'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'"fasteners. 8. Drill-Tec'"3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec'fasteners. NOA No.: 14-1030.02 MIAMMADECOUNTY Expiration Date: 11/06/18 "• Approval Date: 11/05/15 Page 5 of 30 I I EVIDENCE SUBMITTED: Test Aeencv Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 t Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity)ERD G30250.02.I0-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/034U • . 000 0000.. G31360.03.10 ASTM D6164 •�••. 0 ;03/31().0 •• G33470.01.1 I ASTM 136164 ......01/1311 P..' �...;. 634140.04.11-2 ASTM D6163 ...:..04/25/11 . 634140.04.11-4-R2 ASTM D4601 0000 6/4/2015.0 ! •0000 G34140.04.11-5-R3 ASTM 134897 *...•06/4/201�5..' G40620.07.12-2 ASTM D6222 --:--:07/17t".:. '•••• 640630.01.14-1 ASTM 136163 " 01/06714 G40630.01.14-2A ASTM D5147 :0 0:0:01/07/14 0 0 G40630.01.14-2A-1-R1 ASTM D6164 X04/10J1-*• , G40630.01.14-213-Rl ASTM D6164 :,..-*:01/16/]A ;••••; 040630.01.14-2C ASTM D6164 01/0771A'.' G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-RI ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 043610.01.14 ASTM D5147 01/22/14 G46160.02.15-213 ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 046160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 ! G6850.08.08-R1 ASTM D6164 04/I4111 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/I7/09 SC6870.08.14-RI ASTM D3909 09/04/14 ! NOA No.:14-1030.02 MIAMFWDECOLRVTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 ! I EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-0201 Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/04"•• . . .... ...... .... .... . . .... .... ..... ...... . . ..... .. .. . ...... .. • •• • j I i i 1 i NOA No.:14-1030.02 MAW DADECOUNTY Expiration Date: 11/06/18 '"'' Approval Date: 11/05/15 i Page 7 of 30 I I I I r Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut"'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck (optional) Protection or Securockn Gypsum-Fiber Roof Board. Base sheet: GAFGLAS'#80 Ultima Base Sheet,GAFGLAS"Stratavene Eliminator"" Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid® SBS Heat-Weld"'Smooth or Ruberoid®SBS Heat-Weld"25 mechanically fastened to deck as described below; Fastening GAFGLAS'Ply 4,GAFGLASII F1exPly� 6,GAFGLAS®#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nail•arxi•• tin caps at a fastener spacing of 9"o.c.at the lap staggered and in tpq rows Ifv•• ••••;• o.c.in the field. •• " ' (McLvinium Design Pressure--45 psf.See General Lintitatioil#9,I GAFGLAS®Ply 4,GAFGLAS FlexPlym 6,GAFGLAS®#75 Base•Sheet or any•• ••• of above base sheets attached to deck with Drill-Tec"'#12 Fastenet!Drill-Tee''•• 00:00. #14 Fastener or Drill-Tec'XHD Fastener and Drill-Tee 3"Sttf Plate,DP4l6% Tee AccuTrac®Flat Plate or Drill-Tec"'AccuTracl Recessed Plate installed �•••• 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows areeually ••• 0• spaced approximately 12"o.c.in the field of the sheet. 0 ;••••• • (Maxintunt Design Pressure—45 psf.See General Lindtation*47�' 0 """ • i GAFGLAS®F1exPly'6,GAFGLAS®475 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 4"lap staggered and in two rows 9"o.c.in the field. i (Maximum Design Pressure 52.Spsf. See General Limitation#7) GAFGLAS®#80 Ultima'Base Sheets,Ruberoid®20,Ruberoid®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Ted"#12 Fastener,Drill-TecT"#14 Fastener or Drill-Tee XHD Fastener and Drill-Tech'3"Steel Plate,Drill-Tec"'AccuTrac®Flat Plate or Drill-Tec AccuTrac®Recessed Plate installed 12"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. (Marimrun Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMMWE COUNWM Expiration Date: 11/06/18 • Approval Date: 11/05/15 Page 28 of 30 i I Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Tec"insulation plates at a fastener spacing of 9"o.c.at the 4" (Continued) lap staggered in two rows 9" in the field. i (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'#12 Fastener,Drill-Tec"' #14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec" 3"Steel Plate,Drill-Tec'"AccuTrae'Flat Plate or Drill-Tec'" i AccuTrac®Recessed Plate installed 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. (Maximum Design Pressure—75 psf.See General Limitation#7) Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,Ruberoid SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld'"25)One or more plies GAFGLAS'PIy 4 or GAFGLAS®F1exPly7'6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq:or Ruberoid'Torch Smooth torch applied according to manufacturer's application instructions. .... Membrane: One ply of Ruberoid'Torch Smooth,Ruberoid Torch Granulis,$6olMatch,.••. •• • APP Modified Granular,Ruberoid'EnergyCar.Torch Granule FR,Rubereip-.• 0 0 0 0:. EnergyCar Torch Plus FR,or Ruberoid'Torch FR torch appli@J recording to • manufacturer's application instructions. 000000 •••• • • Or 0000 00.0 .0000 One or more plies of Ruberoid'SBS Heat-Weld'Plus,RuberbfdvSBS Heat...:. Weld"'Plus FR,Ruberoid'SBS Heat-Weld' 170 FR,Ruberoid NergyCap'" � • 0000.. SBS Heat-Weld"'Plus FR,Ruberoid®SBS Heat-Weld'Grantoe,Ruberoid®SBS �•��; Heat-Weld'Smooth and Ruberoid'SBS Heat-Weld'25 applied according ftf . manufacturer's application instructions. 0..0 .. Surfacing: Optional on granular surfaced membranes; required for smooth membranes Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq.and 300 IbsJsq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'Mineral Surfaced Cap Sheet or GAFGLAS45 EnergyCap'"BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 i lbs./sq. i 3. Topcoat'Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat' Membrane)or Topcoat'Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design i Pressure: See Fastening Options I i i I NOA No.:14-1030.02 MfAMROADE COu Expiration Date: 11/06/18 JAPPROVEDI Approval Date: 11/05/15 Page 29 of 30 I t WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTM 6 when used as a mechanically fastened base or anchor sheet. - 2. Minimum 1/4"DensDeck'Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet-••• shall be applied using spot mopping with approved asphalt, 12"diameter circles,t4"4q,;or strl'If•• 0000:* mopped 8"ribbons in three rows,one at each side lap and one down the center of M8 sh8et all"ini f a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" Bi"Mshall be '• '••••• placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shad •••• be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limns""* maxie3Rgr,• 00:690 • design pressure of-45 pst *..... 00 00. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Fof"CF')vaVe of• 0 0 0 0 0 0 275 lbf,as tested in compliance with Testing Application Standard TAS 105. If ihe•fmlener values •• 0 . 0 as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. • 0000.. 060000 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane a*chV*pt is bdsed :00 0 0 on a minimum fastener resistance value in conjunction with the maximum design v5rue fisted W1 fle 0 0 0 a specific system. Should the fastener resistance be less than that required,as determined by the 0 Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 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 corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e,perimeters,extended corners and corners), (When this limitation is specifically referred within this NOA,General Limitation 97 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE " NOA No.:14-1030.02 MIAMFDADECOUNTY Expiration Date: 11/06/18 "JAPPROVEDI Approval Date: 11/05/15 Page 30 of 30 TGFU.R1306-Roofing Systems! Base Sheet: —One or more plies Type G2 "GAFGLAS@ #75 Base Sheet", or "Tri-Ply® #75 Base Sheet", mechanically fastened. Ply Sheet : — One or more plies "Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Dual Smooth" hot mopped in place. Membrane: — One ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat welded in place. 57. Deck: C-15/32 Incline: 1/2 Base Sheet: —Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri-Ply® #75 Base Sheet" mechanically fastened. Membrane: —One ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat welded in place. 58. Deck: NC Incline: 1/2 Base Sheet: — "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth" hot mopped or "Ruberoid@ SBS Heat Weld Smooth" heat welded. Membrane: — "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" heat welded. 59. Deck: NC Incline: 1/2 Insulation (optional): — Polyisocyanurate, uniform thickness of tapered minimum 11/2-in. mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Barrier Board: — Minimum 1/4-in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Base Sheet: — 1 ply "Liberty SBS Self-Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet" self-adhered Ply Sheet: — 1 ply "Rubberoid SBS Heat Weld 25" heat fused •04.00 • Membrane: — 1 ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 17G FR"Beat fused+•• •••••• .• • •• • 60. Deck: C-15/32 Incline: 1/2 ,,..,, ; •„' •.,,;. • Insulation (optional): — Polyisocyanu rate, uniform thickness of tapered minimum 11/2-in. mg"F-apically fait,vd or aQltertd; with OMG Inc. "Olybond Fastening System" Barrier Board: — Minimum 1/4-in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or "DensDe!q*Prime@ Mltoard" or:••. "DensDeck DuraGuardT"^ Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECOPOCX@ *b gpb@rd" Mls•• FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) with all butt joints in the barer beard staggered a mirftetAAt•:. of 6-in. from plywood deck butt joints mechanically fastened or adhered with OMG Inc. "Olyborxi•Rastening System" • Base Sheet: — 1 ply "Liberty SBS Self-Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/PI;Sheet self-adhered •.•.:. Ply Sheet: — 1 ply "Rubberoid SBS Heat Weld 25" heat fused , , :***Go , , Membrane: — 1 ply "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 F�• heat fusEA :*Soo: 61. Deck: C-15/32 Incline: 1/2 •• • Barrier Board: — Minimum 1/4-in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) with all butt joints in the barrier board staggered a minimum of 6-in. from plywood deck butt joints mechanically fastened Base Sheet: — 1 ply "GAFGLASS #75 Base" or "Tri-Ply@ #75 Base Sheet" mechanically fastened Membrane: — 1 ply "Ruberoid@ Torch FR" heat welded 62. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, perlite/polyisocyanurate composite, wood fiber/polyisocyanurate composite, any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Base Sheet: —One ply Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri-Ply@ #75 Base Sheet", or "GAFGLAS@ Ply 6" fully adhered with hot roofing asphalt. Ply Sheet (optional): —Three or more plies Type G1 "GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4", or "GAFGLAS@ Ply 6" fully adhered with hot roofing asphalt. Membrane (optional): — "Ruberoid@ Mop Plus Granule" or "Ruberoid@ Mop Granule" or "Ruberoid@ 30" or "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ EnergyCapTM SBS 30 FR" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop 170" or"Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual Smooth"fully adhered with hot roofing asphalt or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Smooth" heat fused Surfacing: — Roofing gravel applied at 400-lbs/100-ft2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate applied at a rate of 200-lbs/100-ft2 embedded into"Fire Shield MB" applied at 21/2 - 3-gal./100-ft2. Top Surfacing: — "EnergyCoteTm," applied at 0.5 - 1.0-gal./100-ft2. 63. Deck: C-15/32 Incline: 2 Barrier Board: — minimum 1/4-in. thick G-P Gypsum Corp. "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Corp. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) mechanically fastened with butt joints in the barrier board httpJ/database.ul.com/...ing+Systems&objid=1074351933&cfgid=1073741824&version=versionless&parent_id=1073993597&sequence=l[1/23/2012 11:32:21 AM] s"on O R1M 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 owners initial in the designated space indicates that the item has been explained. 2• 1�� Renaiiing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually.. concealed prior to removing the existing roof system). • 000090 0 00. . . ...... . .. ...... 4. Exposed Ceiling:Exposed,open beam ceilings are where the untl@r5 oVof the roofdecking ...... can be viewed from below.The owner may wish to maintain the architectural apddEfr5sce;theMolrt t • roofing nail penetration of the underside of the decking may not be acceptable.ll�soerovides�G*option of maintaining the appearance. . . ...... :. .. .. . ...... . . . . ...... 6. Overflow scuppers(wall outlets): It is required that rainwater flows ogsp that ire roof is ;•...; not overloaded from a buildup of water. Perimeter/edge wall or other roof extensibn may block tt1is'. ' discharge if overflow scuppers(wall outlets)are not provided. I ay a ecessary to install MMA scuppers in accordance with the requirements of Sections R4 02, 0 and R4413. Own gent's Signature Date Contractor Signa re Rafe Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;