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RF-15-1217 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235168 Permit Number: RF-5-15-1217 Scheduled Inspection Date: January 29,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: KERMANI,AMIR Work Classification: Tile/Flat Job Address:1680 NE 104 Street Miami Shores, FL 33138-2668 Phone Number (305)965-0170 Parcel Number 1122320320440 Project: <NONE> Contractor: M ROMERO'S ROOFING&INSPECTIONS INC Phone: 305-388-3704 Building Department Comments TILE ROOF COLOR THRU DARK CHARCOAL BLEND Infractio Passed Comments INSPECTOR COMMENTS False nspector Comments Passed -� 21 �1 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 28,2016 For Inspections please call: (305)762-4949 Page 4 of 33 SERVCS 0"I 90A=11% ."i INww ENGNEEMUG 7086 SW 4e Street Miami, Fl 33155 Tel:786-398-9179 Fax 786-800-2627 a1roofinsoeot+a (Mgmail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST-TAS #106 Roofing Contractor M. ROMERO'S ROOFING. Permit# RF15-15-1217 Job Address 1680 NE 104 ST MIAMI SHORES,FL,33138. Owner's Name AMIC KERMANI Type of Tile SAXONY 900 SLATE Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 33.0 ftz Required Testing Farce 35 L s Date Tested 01/25/16 Number of Tests 76 Testing Equipment F.G.E.100 Contact Name MARIA Phone# 305-388-3704 R LOCATION #OF TEST PASS #OF TEST FAIL Corner 10 Tests 10 Pass Test 0 Fail Perimeter 15 Tests 15 Pass Test D fait Field 35 Tests 35 Pass Test 0 Fail Ridge 16 Tests 16 Pass Test 0 Fail TOTAL 76 Tests 76 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST,THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO OEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR YiCSLMMLIL'AM. YENAN•T.LEYVA P.E.#67416 A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofins ecp tiongamail.com LAB CERTIFICATION# 14-1215.04 01/25/16 PERMIT. #RF15-15-1217 1680 NE 104 ST MIAMI SHORES,FL.33138 T T T T T T T T T T T T T T T T T T TT T T T T T T Z' T T .T, T T T T T T T T T 7066 SW 44th Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627 Permit Nv. RF ,5-'12'i? �s►;OR � Miami Shores Village J?ffd7771 # d 10050 N.E.2nd Avenue NE UWo*C1,assr ativn:Tile(Flat Miami Shores,FL 33138-0000 .;_. Permit Status:APPROVED: ^ � Phone: (305)795 2204 tsst�elte; fi15 Expiration: 03/19/2016 Project Address Parcel Number Applicant 1680 NE 104 Street 1122320320440 Miami Shores, FL 33138-2668 Block: Lot: AMIR KERMANI Owner Information Address Phone Cell AMIR KERMANI 3180 S OCEAN DRIVE (305)965-0170 HALLANDALE BEACH FL 33009- Contractor(s) Phone Cell Phone $ 19,800.00 Valuation: M ROMERO'S ROOFING&INSPECTIC 305-388-3704 (305)970-9402 Total Sq Feet: 3960 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $12.0o Invoice# RF-5-15-55662 DBPR Fee $4.88 05/21/2015 Check#:4654 $50.00 $825.76 DCA Fee $4.88 09/21/2015 Check#:5014 $825.76 $0.00 Education Surcharge $4.00 Bond#:2846 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $875.76 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionT ng. Futhermore I authorize the above-named contractor to do the work stated. September 21, 2015 Au; z a re:Owner / Applicant / Contractor / Agent Date Building Department Copy September 21,2015 1 R�c�ty _ Miami Shores Village MAY 21.2015 6fw9S Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Svc �r�➢C C> FBC 20 �® BUILDING Master Permit No.RC-10-14-2234 PERMIT APPLICATION Sub Permit NOIT= IL9 0 -7- MBUILDING M ELECTRIC 0 ROOFING M REVISION F-1 EXTENSION RENEWAL ❑PLUMBING F-� MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1680 NE 104 St Miami Shores, FL 33138 Citv: it - Shores p /Co�unty: Miami Dade Zip: Folio/Parcel#:it - 2-232 ®3 Z -Q( 7 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Amir Kermani Phone#..305-965-0170 Address:3180 S. Ocean Dr. # 1514 City: Hallandale Beach State: FL Zip: 33009 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: M. Romero's Roofing Phone#: 305-388-3704 Address: 50 West 22 St city. Hialeah State: FL Zip: 33010 Qualifier Name: Marcos Romero Phone#: 305-388-3704 State Certification or Registration#: CCC044016 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$19800 Square/Linear Footage of Work: 3960 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Re-roof of. �the roofs l --D � .�.� 4kej- ;t Yo Specify color of color thru tiler Submittal Fee$ Permit Fee$3 2-15. M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 'aj TOTAL FEE NOW DUE$ (Revised02/24/2014) s r ' Bonding Company's Name(if applicable) QA— city Bonding Company's Address State /� , Zip Mortgage Lender's Name(if applicable) ,v Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve o d a reinspection fee will be charged. Signature XSigna 11'��/] C r W ER or aGENT CONTRACTOR 3;�gping instrument was acknowledged before me this The foregoing instrument was ack owledged before me this �day of Alar-/ I 120 JE by iT- day 20 S ,by TT/V11Ir ✓man I who is personally known to r PAO who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI . Sign: f'ti Print: ✓C 5 Print: GLADYS LEIZAN a I: "Kr. LIYIA M.MARC08 Seal: ° MYCOMMI^aSIONtEE171826 02"�"°= Notary Public-State of Florida EXPIRES:May 7,2016 My Comm.Expires May 29,2016 B"sbdTtwNotwyP %;FOFF J ' Commission#EE 200617 �sr:r**r*w• * six .x•*wrtxa*r** ��* r�* •/�*wrr�xs��r*s��*s *��*�:aa r� I! APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC044016 The ROOFING CONTRACTOR ; Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 0 ROMERO, MARCOS W M ROMERO'S ROOFING & INSPECTIONS INC 50 W. 22ND STREET HIALEAH FL 33010 _ ISSUED: 07/14/2014 DISPLAY AS REQUIRED BY LAW SECI# L1407140000446 003212 Local Business Tax Receipt Miami-Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY LBT 3618171 BUSINESS NAME/LOCATION RECEIPT NO_ EXPIRES M ROMEROS ROOFING&INSPECTIONS INC RENEWAL SEPTEMBER 30, 2015 50 W 22 ST 3780369 Must be displayed at place of business HIALEAH FL 33010 Pursuant to County Code Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS OWNER 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED M ROMEROS ROOFING&INSP INC CCC044016 BY TAX COLLECTOR Worker(s) 1 845.00 07/17/2014 CHECK21-14-022450 This Local Business Tax Receipt only confirmspayment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sac Ba-276. Fnr morn infnrmatinn uieit arum miamidada n ftavrnllarfn 1 ® r DATE(MM/DD/YYYY) A4 ORo CERTIFICATE OF LIABILITY INSURANCE 5/1/2015 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(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Amanda Nogues NAME: Eastern Insurance Group, Inc. PHONE (305)595-3323 FAX (A/C, /C No; (305)595-7135 9570 SW 107 Avenue E-MAILDRESS:amanda@easterninsurance.net AD Suite 104 INSURERS AFFORDING COVERAGE NAIC# Miami FL 33176 INSURERA:Rinsale Insurance Com an INSURED INSURERB:Ma fre Insurance Co. of Florida M. Romero's Roofing & Inspections, Inc. INSURER c:Brid efield Elnployers Insuranc 50 West 22 Street INSURER D: INSURER E: Hialeah FL 33010 INSURER F: COVERAGES CERTIFICATE NUMBER:Master 15-16 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 ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYY MMIDDNYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGETO ED A CLAIMS-MADE ❑X OCCUR PREMISES Ea occu encs $ 100,000 0100023162-0 9/14/2014 9/14/2015 MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1 PRO- ❑ LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 100,000 Ea accident) ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS X AUTOS 4150130009430 12/23/2014 12/23/2015 BODILY INJURY(Per accident) $ NON-OWNED Per PROPERTY PERTYY DAMAGE $ HIRED AUTOS AUTOS PIP-Basic $ 10,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY ER STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? C (Mandatory in NH) 830-46047 5/1/2015 5/1/2016 E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTIONOFOPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Roofing CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building and Zoning Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE David Lopez/ANA € ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INCn9r.10n1AmN 5/18/2015 Property Search Application-Miami-Dade County 0 F� E OF 7HE PROPERTY APPRA�SER �F C Summary Report Generated On:5/18/2015 Property Information . ? Folio: 11-2232-032-0440 Property Address: 1680 NE 104 ST Owner AMIR A KERMANI Mailing Address 3180 S OCEAN DR#1514 HALLANDALE BEACH,FL 33009 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT ?' Beds/Baths I Half 3/3/0 a Floors 1 Living Units 1 Actual Area 3,790 Sq.Ft Living Area 2,559 Sq.Ft y'` N Adjusted Area 3,065 Sq.Ft F r to Lot Size 18,093 Sq.Ft Year Built 1959 Taxable Value Information 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $0 $50,000 $0 Land Value $995,115 $904,650 $814,185 Taxable Value 1 $1,301,128 $1,160,668 $1,164,338 Building Value $288,723 $288,723 $328,262 School Board XF Value $17,290 $17,295 $21,891 Exemption Value $0 $25,000 $0 Market Value $1,301,128 $1,210,668 $1,164,338 Taxable Value 1 $1,301,128 $1,185,668 $1,164,338 Assessed Valu® 1 $1,301,128 $1,210,668 $1,164,338 City Exemption Value $0 $50,000 $0 Benefits Information Taxable Value 1 $1,301,128 .$1,160,6681 $1,164,338 Benefit Type 2014 2013 2012 Regional Homestead Exemption $25,000 Exemption Value $0 $50,000 $0 Second Homestead Exemption $25,000 Taxable Value $1,301,128 $1,160,668 $1,164,338 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page 32 52 42 11/01/2005 $2,520,000 24015- Qual on DOS,but significant phy change RIVER BAY PARK ADDN PB 40-72 0007 since time of transfer LOT 23 BLK 4 12/01/1986 $320,000 13125 2008 and prior year sales;Qual by exam 3114 of deed LOT SIZE IRREGULAR OR 13125-3114 1286 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: on �. Miami Shores Village '�... �..� Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 10050 NE 2nd Ave Miami Shores, FI 33313--8-- Re: Owner's Name: NON't r f Y ar)1 Property Address: kkD'&Q kk I QLI %T. "'IQU .t SbWeS -FC_ Roofing Permit Number. 33 13-$ Dear Building Official: i A M►✓ uGym o nJ certify that I am not required to retrofit the roof to wall connections of my building because: ❑The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 editio the South Florida Building Code(1994 SFBC) r�J .4M i r V—eym :a o 1 Sigrfature Print Name State of Florida County of Dade The undersigned,being the first duly swom,deposes a.9d says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �� ✓� ge.`y�- LEYt,AM.MARCOS ,a MY COMMISSION#FF 171626 Nota Public,Sate of Florida at Large l d e EXPIRES:May 7,2016 Notary 9 • Bonded Thm tiouny PubGe ilrnlemftaB • When the just valuation of the structure for p of ad mual to ar more 5300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a build'mg apprication from a General Contractor for Bre RoffffWafl connection Hurricane N6tigatian. Revlsed on 5121/2009 . - m City of Hialeah -15 2014 Business Tax Receipt Mayor Carlos Hernandez No: 238160-15 (OLD-1761-446) Amount: $ 150.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner: MARCOS W ROMERO Type of Business:Roofing Contractors M. RONEROrS ROOFING & INSPECTION INC. Business Location: 50 W 22 ST HIALEAH, FL 33010 50 W 22 ST Validating No.: 0000 Expires September 30, 2015 THIS IS NOTA BILL RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION >` � CONSTRUCTION INDUSTRY LICENSING BOARD r ; CCCO44016 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ROMERO, MARCOS W M ROMERO'S ROOFING&INSPECTIONS INC 50 W. 22ND STREET ig e HIALEAH FL 33010 —k 1 ISSUED: 07/14/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407140000446 001259 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY �LBT ) 3618171 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES M ROMEROS ROORNG&INSPECTIONS INC RENEWAL SEPTEMBER 30, 2016 50 W 22 ST 3780369 {Must be displayed at place of business HIALEAH FL 33010 Pursuant to County Code Chapter 8A—Art.9&10 SEC.TYPE OF BUSINESS OWNER 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED M ROMEROS ROOFlNG&INSP INC BY TAX COLLECTOR Worker(s) 1 CCCO44016 $45.00 07/17/2015 CREDITCARD-15-036955 This Local Business Tax Receipt only confirms payment of the Local Business Tex.The Receipt is not a license, parmit or a certification of the holder squalfications,to do business. Holder must comply with any governmental or nnnmwammantal rannlafmv laws and mnuiremants which analu to the husiness- AC40 CERTIFICATE OF LIABILITY INSURANCE 9/1 9/14/2ols 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(les)must be endorsed. If SUBROGATION IS WAIVED,Sutdect to the tens and conditions of the policy,certain policies may require an endorsomeaL A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Amanda Nogues Eastern Insurance Group, Inc. SNE (305)595-3323 tw�Not FAX (305)598-7135 9570 SW 107 Avenue amaada@easterainsurance.not Suite 104 INSURER(S)AFFORDING COVERAGE NNc r Miami FL 33176 INSURERA3tinsale Insurance Conpany INSURED MURERBmapfre Insurance Co. of Florida M. Romero's Roofing 6 Inspections, Inc. muRERcaridaefield Employers Insuranc 50 West 22 Street tNSURERD: INSURER E: Hialeah FL 33010 1 INSURER F: COVERAGES CERTIFICATE NIMBERMaster 15-16 RE I SION 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. T1fPE of INSURANCE POLICYEFF POLIcr EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA TO I ' 100,000 A CLAIMS-MADE ®OCCUR PR 1 E Eaa ff nae $ 0100023162-1 9/14/2015 9/14/2016 -MED EXp("onepereon) $ Excluded PERSONAL&ADV INJURY $ 11000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY F,PR� LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: COMBINED SINGLE OWF— AUTOMOBILE LL48U Y $ 100,000' ANY AUTO BODILY INJURY(Per Pawn) $ B ALL OWNED SCHEDULED AUTOS AUTOS 4150130009430 12/23/2014 12/23/2015 BODILY INJURY(Peracciderd) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS Per scadow PIP, $ 10,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ QED I I RE N$ $ WORKERS COMPENSATION �I PERSTAT R AND EMPLOYED'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE ❑ EL EACH ACCIDENT $ 100 000 OFFICER/MEMBER EXCLUDED? NIA A C (Mandatory 830-48047 5/1/2015 5/1/2016 EL.DISEASE-EA EMP 0 $ 100,000 DESCRIPT�IObN ONF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DEBCRIPTIoN OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addltlmlal RMISrus WmIlule,eINy be allaenad 8 more space Is ra pked) Roofing Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 13EFORE Village Of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building and Zoning Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue Miami Shores, FL 33138 AUTMo1IW=REPRESEIffATM David Lopez/AMANDA -�- 01988-2014 ACORD CORPORATION. AN rights reamed. ACORD 25(2014101) The ACORD nano and logo are registered marks of ACORD IN8025 muni) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) I Master Permit No.� _�� - � Process No. I� ° A Contractor's Name M. Romero's Roofing Job Address 1680 NE 104 Street ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 OOF TYPE ❑ New Roof Reroo ng� 11 overing ❑ Repair ❑ Maintenance SYSTEM INFORMATION � e Roof Are Steep Slo ed Roof Area(SF) Total(SF) Section B (Roof Plan) Sketch of P : Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include di nsions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. Z • e® . ••• •••e•• • • • • • • • • •• ••• •••••• • •• • • e •• o ••a•• • • eggs •• •• Is • •••••• • • • • •••••• o • • 2-5 15.32 FLORIDA BUILDING CODE 5th Edition (2014) —BUILDING ,A a e/ E v\ 1 .■■■■■■■■■/■/NOON■■■/■■■■■■■■■■/■■/■■■'1��Y�i% �.■■■///■/ OT ■■■■■■■■■■■■■■■■/■■■■■■■■/■■■■NOON■■■I■\■■■■��%1'IE/NOON■■■ .■■■■■■■■■■■■■■■■■■■■Itc.1■■■■■■■■■■■■.■lL��■■r�■■��. �.1■■■NOOSE .SE■E■E■E■■■■■NS■■■■N■■N/■IIr/.NOON'.■\�\N■■�5%S■■■II■NE/■■■/ ■■■/S■■�I■\A■NOON/■■N■■/NOON/NOON■.\w■■■■i■■ ■E■■I■■/E/■■■■ �■■■■■■■■I■■\\■■SE■■■■■■■■■■■■■■■■■■■\!■■SIS ■ ■■■■I■■■■■■■E■ /.■■■E.■ IEEE\`1E■■■N■■■■E■EE.■EEEE■■■■\1N11�■■■EN■'IMEE■■■S■ r, � �■■■■■■■�I■■N■1\■■■■■■■■■■//�1■■■■■/■■■■►�■11/NOON■//!NOON■/EE■ ��L1ii�ii■��Hi`��: :Q�: l+/��■■/�:�fJ//■■EE/E!■■■■■/■■O ■■N■■■',.lf I■�1+�■!Hi/�IiiFi■�■1■iE■■■■■■■■■■■IE■■1■■■■/NOON E■■■■■■EE C■E■■■��■��Ecs�ocl»■■c■■o■■/■■■NOON/■■■■■■I■■■■■■/lil■■E■■■■■/ ./■E■Eaa■v.v■o■r�r�.��■�nlr�ti■��■��■�1■■■■■Ora■■/E■■111.7■■■/■EE ■■■■■!�!�/■4iS■■FiGi�i71171I�■�■Da■:>1G�.�Ii■IlI■■■I■■■��■\�N■■■■11!%'!E/EEE■■ E.......................■.. .. ._,.,..........■■. ,■■■■..■■■ ■■.■■t>rOts■C■:l6tTtei�ii � i,� :��Gi��. �ir■■■■EEE■E K Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as"NA") System Manufacturer: r! 7, Field: �"oc @Lap,#Rows ✓ @ �"oc NOA No.: Perimeter:—?i-"oc @ Lap,#Rows--3—@ -4 "oc Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @ Lap,#Rows-3—@--yz oc 0 ti Pmax1: �` Pmax2: ° Pmax3: �/, Number of Fasteners Per Insulation (� Max. Design Pressure, From the§Recific NOA Board System: - Field: Perimeter Corner D Deck: C-0000 Z-1 Type: �-� Pr Illustrate Components Noted and Gauge/Thickness: Details as Applicable: Slope: ® , Sr Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Materia• Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickne 14, —11 4 Base Insulation Fastener/Bort`ding Material: � .� Top Insulation Layer;,,d' FT. Parapet Top Insulation Srze and Thickness: , Height Top Insulation Fastener/Bonding Material: Base Sheet(s)&No.of Ply(s): ° S� FT. ON Base PShee Fastgner/opding Material: �" ®� Mean Roof Height Ply Sheet(s)&No.ofPly(s): Ply Sheet Fas pner/B g M�tenal� Z �T�•� .. Top Ply: �.,� z.�d ,4 r— �ghe U-)/Top Ply FastenerLBqpding Mate ial: � L 0 - Surfacing"Surfacing: 090 a •• • • l• • •.. •.. . . . • • • • • • • • • • a Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: - 1 Product Approval Number: ®® LO A, Z Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): P1: �/- ( P2: I( '� P3° � < Maximum Design Pressure Product Approval Specific System: '1 Method of Tile Attachment: 5 - Steep Sloped System Description Deck Type: =7 A a Roof Slope: Type Underlayment: : 12 Insulation: Fire Barrier• ^ r Fastener Type& Spacing: Ridge Ventilation? Adhesive Type: Type Cap Sheet: nj .. ... �•• Roof Covering: • .. . Mean ROpf Hgiom; .. .•. .. . . . .. Type&Size Drips Edge: 31C 3 • •• • • • • • •• • • , ( of p Y e ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Florida Building Code Edition 2010 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 Mr values are greater than or equal to the M, values,for each area of the roof,then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calcullptions Per RAS 127" (P,: _ x A®-200 ='^-k. Mg:aL.V-L=Mr,4 09'5 Product Approval MfVo o (P2: 1 x X6-Z� 3�- -Mg:2-0 =Mr, (o,S�' Product Approval Mf (P3: I X�,e� = s l -Mg: 910° =Mr3 J�,0 Product Approval Mf Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf M Re uired Moment Resistance* Mean Roof Height-► 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 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the F,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:=_ )-W: x cos 0: - =F„ Product Approval F' (P2: x 1: = x w:=_)-W: x cos 0: - =Fre Product Approval F' (P3: x 1: = x w:=_)-W: x cos 0: - =Fra Product Approval 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 •• ••Hoof Slope 000 • Job Site erodynarric qjt lie A• • Product Approval Restoring M rgent 34 t Gr vit • 9111119 • Product Approval trach^flt•Resis[ance •M,• •• Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required plift Rersitaricl 7 F, • r Qalculated •• Av rage•Tile t/d1g UN •I :roduct Approval ••• •• •• • • •I=length• Tile Dimensions w=,W. Product Approval All calculations must be submitted to the Building Official at the time of permit application. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. A6 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. k'<- -2.Renailing Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system.) \"-- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. —�4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this appearance. appearance. 5.Ponding Water:The current roof system and/or deck of the building may not drain well and mAyy caauusse water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water.Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. 7.Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of-the structural assembly (the building itself).The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,verift2hall not be required. •..Date Contractor's Signature Map Ili' 104T. Property • : : .•' Property Address Permit Number . .. . . . ... . . • ••• • . . . . . . . . . . . .. .. . • . •• •• ... . . . ... . . PERIMETER AND CORNER ENHANCED UPLIFT PRESSURE REQUIREMENTS: Job Information: Amir Kerman 1680 NE 104 Street Miami Shores, FL 33138 Wind Uplift Pressure: Field Area: (131) -51.4PSF Perimeter Area: (132) -86.2 PSF Corner Area: (133) -129.7PSF Mean Roof Height:(Below) 20 FT Product Approval N.O.A. 13-1022.15 Florida Building Code 2010 Maximum Design Pressure From N.O.A.: -52.5 psf Risk Category II Exposure Category T" Net Width of Sheet: Net Width (ft)= 39.12 in-4 in =2.95 feet Net Length to Make One Square: (100 sq ft) Net Length = 100 sq ft = 33.9 feet 2.95 ft Side Lap Row: 1 fastener X 12 in X 33.9 ft X 1 row = 45.00 fastener 9 in ft row square square Center Rows: 1 fastener X 12 in X 33.9 ft X 2 row = 90.4 fastener 9 in ft row square square 100 sq square 738 fastener 45.0 side lap fastener + 90.4 center rows fastener sq ft square square General Equation: 52.5 Ibf X .738 sq ft. = 38.75 Ibf sgO ••• •fastener• •• . .. . • . . ... . see • • 5733 /1116 151sk Lreet V •.• ••i ••• Miami Lahey, Flopi1_fa 33014 �_ I rr— Job na. 150033 Tel/Fax 305 554-4947 DaLe. 05.05.15 611x1'clii �lr G hill'119 i i i shovee1 OF 2 PERIMETER AND CORNER ENHANCED UPLIFT PRESSURE REQUIREMENTS: Perimeter Area: (7"o/c @ laps&3 rows @ 7"o/c) 38.75 Ibf X 144 sq in sq ft = 7.31 inches use 7 inches o.c. 86.2 psf X 8.85 inches Comer Area: (4"o/c @ laps&3 rows @ 4"o/c) 38.75 Ibf X 144 sq in sq ft = 4.86 inches use 4 inches o.c. 129.7 psf X 8.85 inches PERIMETER AND CORNER DIMENSIONS: 40% 10% 4% Width of Building 13 FT 1.3 FT 0.52 FT Length of Building 55 FT 5.5 FT 2.2 FT Lease of Above 1.3 FT Eave Height 10 FT 4.0 FT Least of Above 1.3 FT Not Less Than 2.2 FT Or More Than 2.2 FT a = 2.2 FT a = 3.00 FT MIN. .. ... . . . . . .. Juan JEDES . .. . . . . ... . .. ... .. . . . .. Ar chiter-t - Designer Q• •• • 5733 nw 151st Stpeetn .•. . • • •.• . Midmi Lahes, Florida 33014 -job rm. .050033 l-ei/fax 305 55?-0907 •i' i i •�-1 ••�•-y • Datx 05.0 5.15 lliar'ehitect9s@be llsou4:h.nat i i • i •'a�'i �'.~ Shoet 2 OF 2- Poe 0 • • 000 0 • MIAMI. 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)31525-99 CCEPTANCE NOA www.miamidade.gov/cconomv 7GAF \ ) This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code inc a tg Hurricane Zone of rid Buildin Code. DESCRIPTION: GAF Conventional Built-Up Roof Systems for Wood Decks. I s a ear a perman n a e wi a go,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NQ,%Tall bF prpviclecLto tike user by the manufacturer or its distributors and shall be available for inspection aCthe jobrsife$t QzereAu$stofthe Building Official. . .. . . . ... This NOA renews and revises NOA Na 13.®4214 a*cdns*stL*f pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. . ••• ••• ••• . . • . .. .. . . . . . ••• • • 000 • (NOA No.: 13-1022.15M AMI-DADECOUNTY ation Date: 11/04/18 roval Date: 11/06/14 :.: Page 1 of 16 • . . . .. .. . . .. •. ... . . . ..• . . r• ROOFING SYSTEM APPROVAL Cateeory• Roofing Sub-Cateeory: BUR Material: Fiberglass Deck Type: Wood Maximum Desil!n Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS*#75 Base 39.37'(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS"'#80 UltimaTM 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS'"'FlexPIyT'6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS"Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS*Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS"'EnergyCapT" 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCoteT. GAFGLAS*Stratavent* 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with EliminatorTM Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS"Stratavene 39.37'(1 meter) ASTM D4897 A nailable,fiberglass base sheet impregnated and Eliminator T"Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid`$' SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld TM Smooth Wide modified asphalt and smooth surfaced. Ruberoid`�' SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- WeIC 25 Wide modified asphalt and smooth surfaced. Ruberoid`�20 39.37'(1 met1r)� •AS * >:►6S 63 : SBS modified asphalt base sheet reinforce with a Wide go •• . • • • :0: glass fiber mat. .• •.• •• . . . .• Ruberoid`�Mop Smooth 39.37'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide • ..• •.• ..• modfied asphalt and smooth surfaced. • . • . • .. • • • • . •. . . . .. .. . .• . . •" ' "' ' NOA No.: 13-1022.15 MIAMI•DADECOUNTY Expiration Date: 11/04/18 ''• ••• • • • • ••. • • Approval Date: 11/06/14 :0: •: : i : Page 2 of 16 • • • • • • • • •• •• r • • •• •• ••• • • • ••• • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOuC Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield'�"Fire 350 sq. ft. roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat ' Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTIMPolyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardT"'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardTM Perlite Roof Insulation Perlite insulation board. GAF EnergyGuardT'Perlite Recover Board Perlite recover board GAF EnergyGuardT"' RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite insulation SecurocV'Gypsum-Fiber Roof Board Gypsum roof board United States Gypsum Corp. Structodek"'High Density Fiber Board High density fiber board Blue Ridge Fiberboard,Inc. DensDeck"'Roof Board Gypsum board Georgia-Pacific Gypsum LLC . •• •. • • • • • •" • • ' "• • NOA No.: 13-1022.15 MIAMI-DADEcouNTY Expiration Date: 11/04/18 "'I ••• • • • • +•,. . Approval Date: 11/06/14 i i i•i i i : Page 3 of 16 • • • • • • • • • • • •• •• • • • •• •• r r APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descriation Dimensions (With Current NOA) 1. Drill-TecT"'#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-TecT"'#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-TeCT"'XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TeCT"'ASAP 3S Drill-Tec "#12 Fastener with Various GAF Drill-TeCT"3"Standard Steel Plate 5. Drill-TecT"' 3"Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec"" fasteners. 6. Drill-Tec""3"Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec" fasteners. 7. Drill-Tec T`"AccuTrac"Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-Tee T*'412 Fastener,Drill-TeCT" #14 Fastener and DriI l-TecT"'#15 Fastener. 8. Drill-TecT"'AccuTrac" Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-TecT" fasteners. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . .. . . . .. .. . . . . . '�' "• NOA No.: 13-1022.15 MIAMMADECOUNTY •.. . • Expiration Date: 11/04/18 • • ..� • . Approval Date: 11/06/14 :.: Page 4 of 16 . . . . . . . . . . . .. .. . . . .. .. EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I. 2B8A4.AM 4470 07/02/97 J.I. 3139QLAM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. OD 1 A8.AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01 Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11115110 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-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C 1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S. Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 .. ... . . . . . .. . .. . . . . ... . • .. ... .. . . . .. . ••• ••• ••• • . .. . . . . . .. . . • •• •• • • • • • ••• ••• NOA No.: 13-1022.15 MIAMI-DADECOUNan Expiration Date: 11/04/18 "'o ••• • ••• Approval Date: 11/06/14 • ••• Page 5 of 16 • . . . . • . . . • . .. .• • . . .. .• Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT"'Fire Barrier Coating,VersaShield"'Fire Resistant Roof Deck Protection or (optional) SecurocC Gypsum Fiber Roof Board. Base sheet: GAFGLASO#80 UltimaTM Base Sheet, Strataventc"Eliminator"'Nailable Venting Base Sheet,Ruberoid''20,Ruberoid" SBS Heat-Weld TN Smooth or Ruberoid"SBS Heat-WeIC 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS'Ply 4,GAFGLAS'FlexPlyT"6,GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the held. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS"Ply 4,GAFGLAS"'FlexPly'M 6,GAFGLAS` #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener or Drill-TecTM#14 and Drill- Tec T" 3"Steel Plate, Drill-TecT AccuTrac Flat Plate or Drill-TecTm AccuTrac8 Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf. See General Li GAFGLAS''Flex PIyTM 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS 80 Ultima Base Sheet,Ruberoid 20,Ruberoide Mop Smooth,base sheet attached to deck with approved 1'/4"annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9" o.c. at the 4"lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure—60 psf. See General Limitation#7) GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT 412 Fastener or Drill-Tec"" #14 Fastener and Drill-TecT`"3"Steel Plate,Drill-TecT AccuTraco Flat Plate or Drill-Tec"m AccuTrac"'Recessed Plate 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. (Maximum Design Pressure—60 psf. See General Limitation#7) Any of above Bas®s9eet's attacIcd to d1c:apDfoved annular ring shank nails and 3" inverted Drill-Tec"•in suljioi�jla e;at a iasT* er spacing of 9" o.c. at the 4"lap staggered in two rows 9" in fhe field! •• • • •• (Maximum Design Pressure—60 psf.See General Limitation#7) . ... ... ... . . 0 0 .. . . . . . .. . . . .. .. . . . . . NOA No.: 13-1022.15 MIAMI•DADECOUNTY Expiration Date: 11/04/18 "' ... . ... Approval Date: 11/06/14 Page 14 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Fastening Options: GAFGLAS` #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT (Continued) #12 Fastener or Drill-Tec #14 Fastener and Drill-TecT"'3"Steel Plate,Drill-Tec"' AccuTrk' Flat Plate or Drill-Tec'"AccuTraca'Recessed Plate 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of 'the sheet. (Maximum Design Pressure—75 psf. See General Limitation#7) Ply Sheet: �'e or more plies of GAFGLAS`p.Ply r GAFGLAS'#80 Ultima Base Sheet adhered in a ul mopping o approve asp a t ap ied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet r GAFGLAS® energy ap ` BUR Mtneral Surfaced Cap Sheet adhered m a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat'Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• •.• •.• . . .. . . . . . .. . . . .. .. . . . . . NOA No.: 13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 •: : : Page 15 of 16 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS'Ply 4 and GAFGLAS"'Flex Ply'M 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"DensDeckTM Roof Board or%"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,24" o.c.;or strip mopped 8" ribbons in three rows,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer, Registered Architect,or Registered Roof Consultant may be 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 Limi"oo 47•will not he applicable.) 10. All products listed herein shall have a quality as�j*ri w* aadtt;1;coordance with the Florida Building Code and Rule 61G20-3 of the Florida Administratiyg'CgdP ••; ••• ••• END OF THIS ACCEPTANCE . ••• ••• ••• . . .. . . . . . .. . . . .. .. . . . . . ••• • • ••• • NOA No.: 13-1022.15 rMiarn•oADeeouNTY Expiration Date: 11/04/18 "'• ... • . •.. • Approval Date: 11/06/14 i i i i•i i i : Page 16 of 16 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 5/18/2015 TGFU.R1306-Roafing Systems ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom ...... _._... .. _. .. ........ ........... Roofing Systems See General Information for Roofina Systems GAF R1306 1 CAMPUS DR PARSIPPANY, NJ 07054 USA "Ruberoid@ 20" or"Ruberoid@ Dual Smooth" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLASS #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or"GAFGLASS #80 UltimaTM Base Sheet" base sheets in any of the following Classifications. 1h-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKS Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROCKS Roof Board" (Type FRX-G) and "SECUROCKS Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLASS Ply 4" or"Tri-Plyb Ply 4" or"GAFGLASS Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. "GAFGLAS Stratavent@ EliminatorTM Venting Base Sheet (Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuardTM Perlite Insulation" may be utilized as a cover board over"EnergyGuardTM" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive 0) in any applicable Non-Combustible Roof Deck Classifications. "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra-Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ EliminatorTM Venting Base Sheet (Perforated)" or"GAFGLAS@ Stratavent@ EliminatorTM Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 UltimaTM Base Sheet" or"GAFGLAS@ Stratavent@ EliminatorTM Vg% ingB$se'SReet•(lVaMalJie)"j 9nay be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGi.AS@ Flex%:6':or• l:i-aly& Ultra-Flexible Ply 6") as the nailed base ply in the following systems. •• '; ; ; ; ; ;•; •. •• ••• •• • • • •• Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fullyadhg" witlj�gt"Vng asphalt qr mechanically fastened. "GAFGLAS@ Flashing" or"Ruberoid@" may be used fqc:lasing in ady of a r.lass,Q, ( i C systems listed below. • •• •• • • • • • When "perlite" is referenced, this includes any UL Cla%?Aed;erlite in•sulatibn. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. ••• • • • • ••• • • Structural cement fiber building units are considered suitable j be p cjjd aye a ick iithe following Class A, B or C systems listed over C- 15/32 or NC. •• ••••• • :.o.: • • •• •• • ••• • • • ••• • • httpl/database.U.com/cgi-bin%W/templateUSEXT/1 FRAM Etshowpage.html?name=TGFU.Rl306&ccnshorttite=Roofirig+Systems&objid=1074351933&cfgi... 1/54 5/18/2015 TGFU.R1306-Roofing Systems The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1h-in. minimum thick gypsum board is an acceptable alternate for minimum"insulation over C-15/32 thick roof decks. • The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Ultima'"' Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "Tri-Ply® Ultra-Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT@ Fireshield MB" at 21h to 3-gal/100-ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Plus Smooth" or"Ruberoid@ 20". Class A,B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membranes may be used in lieu of "Ruberoid@ Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply® Ultra- Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing:— Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation:— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet:—Three or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra- Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:— Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapTm BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board(Optional):— One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard" or"DensDeck@ DuraGuardT"' Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or"SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation(Optional):— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet:—Two or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet:—Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply(g) Mineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapT`° BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet(Optional):— Red rosin paper, nailegltb Aej.- • • • • • •• Insulation(Optional):— Any thickness perlite or wood bernor glass f4bEw oveolyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Cl@ssit1jd y'hsalaCod aaftive.. Base Sheet:— One ply Type G2 "GAFGLAS@ #•15 BaSlrShe@& or6'Tri8PI?@•af75 Base Sheet" or"GAFGLAS@ #80 UltimaTm Base Sheet" or"GAFGLAS@ Stratavent@ Eliminator TM Venting Base Sheet (Nailable)", mechanically fastened. Ply Sheet:— One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or"Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. • 008 ••• ••• • • Cap Sheet:—Type G3 "GAFGLAS@ Mineral gurT*acel Capp Sheet" rrr"TrAly& gineral Surfaced Cap Sheet" or"GAFGLAS@ EnergyCapT"' BUR Mineral Surfaced Cap Sheet",ally;dhdiFed Uth;h4 raofirF&a*halt. Coating(Optional):— "TOPCOAT@ EnergyCetW EllastomeriC Coating" oPO-110 QOAT@ MB Plus" or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 5. Deck: N c 1 e: 3; ; ; •;• • Base Sheet:— One ply Type G2 "GAFGLAS@ #7s Bass%4el ar"Til-Pl;*%15 Base Sheet" or"GAFGLAS@ #80 Ultima TM Base Sheet" or"GAFGLAS@ Stratavent@ EliminatorTmVelift Bate S4ieet i;'a' Arate(T or Nailable)", mechanically fastened or fully adhered httpJ/database.d.can/cgi-binOW/templatefUSEXT/lFRAMEtshow .html?name=TGFU.R1306&ccnshorffibe=Roofing+Systems8objid=1074351933&cfgi... 2154 —ON-4;EH� PMIAMI DERWN11XVI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTiKENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I I SOS SW 26 Street,Room 203 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 331775.2474 'r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 14,1viv.niianiidade,ggylggMi2niL Design Plastics,Inc. 701 North Andrews Avenue Ft.Lauderdale,FL 33311 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 Miaini-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the,Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida building Code. DESCRIPTION: Self Curbing and Curb Mount Skylights APPROVAL DOCUMENT: Drawing No. 12-160,titled"Details for Self Curbing and Curb Mount Skylights, Components for Self Curbing and Curb Mount Skylights,and Basic Dimensions Charts/General Notes",sheets# I through 5 of 5,prepared by Design Plastics,Inc.,dated August 17,2000 with last revision dated October 11, 2012 signed&sealed by Walter A.Tillit Jr.,P.E.bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section MISSILE rMPACT RATING: Large&Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein and the (Ionic shall be property marked by the manufacturers of Iniplex.Acrylic,Atofina Chemical,Inc. RENENYAL of this NOA shall not 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, 00 ego 0 0 0 a 0 0* INSPECTION:A copy of this entire NOA.shall t;e proviJel to;th;I;e;b;&q manufacturer or its distributors and shall be available for inspection at the job site/4lie i*q61qt;s;o4t14 Ivillin* icial. *00 00 0 # 0 opOff This NOA renews NOA H 12-1019.16 and consists of this page 1,evidence subinittcd pages E-1,E-2,E-3,and E-4 as well as approval document mentioned aboke.9 e 9 000 ego 0 a AS 0 0 The submitted documentation was reviewed by�141ni;A.Matarggl.g .; : : ** 0 0 0 0 ;4 0 go: . NOA No.15-0316.07 MAIM MADE Col VN (if J-11 ate: 05/10/2020 Expiration D. g Approval Date: 04/02/2015 ego 40 115• Page I 0 0 000 0 ..o .: : : : 0. • see 00 0 00* 0 0 Design Plastics,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0201.01 A. DRAWINGS 1. Dr•atiring prepared by Design Plastics, Inc., titled "Details& Components far Self Curbing Skylights, Details&Components for Curb,kfount Skylights and Basic Dimensions ChartslGeneral hrotes", drawing without number, dated 08117100, last revision on 1212110=1, sheet I through 5 of 5, signed&sealed by JV A. Tillit Jr., PE. 2. Die drmvings prepared by Tiflon Ahmrimrm Company, Inc., titled DP17& DPI 10, dated 05115197&05120197, drmwi by M FV B. B. TESTS 1. Test report on Large Alissile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on "Series:Double Dome Curb Mount, &Self Curb Acrylic Skylight",prepared by Fenestration Testing Laboratory,.Inc., Laboratory No. 2608, dated 0410512000, signed and sealed by A. P. Gonzalez, PE. C. CALCULATIONS 1. Anchor calculations, dated 08109100,pages 1 through 4 of 4,prepared by Tilteco, Inc, Revised on 04112101, signed and seated by TY. A. Tillit, PE. D. STATEMENTS 1. Letter of Test compliance issued by Fenestration Testing Laboratory, on 04120100,signed and sealed by A.P. Gonzalez, P.E. 2. Letter of No-financial interest issued by Tilteco, Inc. dated 08122100, signed and sealed by W.A. Tillit,Jr. PN 3. Code compliance letter issued by Tilteco, Inc., on 08122100, signed and sealed by IV A. Tillit, Jr. PE. 4. No change letter issued by Design Plastics, Inc., dated 04176104, signed by G. Taylor. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0330.03 A. DRAWINGS L None. B. TESTS 1. None, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Mlaini-Dade County Building Code Compliance Office. .. . ... . . . . .. E, MATERIAL CERTIFICATIONS: : '.: : : : : • .. ..s 1. Aone. • • • • • • •q,� • f bu nay A.Makar,P.E.,A .S. • ••• ••• ••• •rro ftt Control Unit Superti'isor •.. . . .• .. . .• • NOA No. 15-0316.07 . . go: : :' '.' go: ':xpirPation Date: 05/10/2020 Approval Date: 04/02/2015 E-1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Design Plastics,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0610.08 A. DRAWINGS 1. Drawing No. 09-077, titled "Details&Components for-SelfCurbing Skylights, Details&Components for Curb Mount Skylights and Basic Dimensions Charts General Motes ", sheets# I through 5 of 5,prepared by Design Plastics, Inc., dated August 17, 2000 with last revision dated1-hay20, 2009 signed and sealed by TEalter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. Calculation titled "Revision of Current Adiand-Dade County Product Approval for 2007 Florida Building Code High Melocily Hurricane Zone ". dated May 22, 2009, 7pages,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. ByMiand-Dade County Building Code Compliance Office. E. MATE CERTIFICATIONS 1. Alone. F. STATEMENTS 1. FBC 2007 edition Code compliance letter issued by Tilteco, Inc., dated May 26, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0510.03 A. DRAWINGS 1. Drawing No. 09-077, titled "Details& Components for SeoCurbing Skylights, Details&Components for Curb kliount Skylights and Basic Dimensions Charts General Notes sheets 9 1 through 5 of 5,prepared by Design Plastics, Inc., dated August 17, 2000 with last revision dated May 20, 2009 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on "Series: Curb Mount double Dome Curb Mounted Acrylic Skylight",prepared by Fenestration Testiniz Laboratory,Inc., Laboratory No. 6260, dated 0612312010,-s't*gn*,.YQtkijelfee; V jo *A. Canso, PE •00 000 • 00 0 .00/ IlAnly A.Makar,P,E.,M.S. *so 6:0 rrqJtkct Control Unit Supervisor 066 0 • .0 :• NOA No.15-0316.07 0 •o 000 •ptpimtion Date: 05/10/2020 Approval Date: 04102/2015 E-2 • : :: • 0 •: :0: 0 : : 0 0 •0: 00 :0 0 0 • Design Plastics,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Test report on Large,fissile Impact Test, Cyclic ll'ind Pressure Test and Uniform Static Air Pressure Test on "Series:Double Dome Self Curb Acrylic Skylight°, prepared by Fenestration Testing Laboratory, Inc.,Laboratory No. 6266, dated 0612312010, signed and sealed by Jorge A. Causo, PE. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miand-Dade County Bzd1ding Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. FBC 2007 edition Code compliance letter issued by Tilteco, Inc., dated May 26, 2009, signed and sealed by Kdter,4. T11111, Jr., P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1019.16 A. DRAWINGS 1. Drmving No. 12-160, titled "Details for Self Curbing and Curb.Mozrnt Skylights, Components for SefCurbing and Curb Mount Skylights, and Basic.Dimensions Cheats 1 General Notes ", sheets#I through S of S,prepared by Design Plastics, Inc., dated August 17, 2000 with last revision dated October 11, 2012 signed and sealed by Walter A. 7711itA,, P.E. B. TESTS 1. Axone. i C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION'S 1. None. i F. STATEMENTS 1. FBC 2010 edition Code compliance letter issued by Tilteco, Inc., dated October 11, 2012, signed and sealed"1144e?.4 'lWrlk,fir,;P.r •• :06 . .. . . . . . . HtWk A.Makar,P.E.,M.S. • ••• ••• ••• • Product Control Unit Supervisor i i • i i NOA No.15-0316.07 e i i• • i• i • e •i i fkxpiraf oki Date: 05110/2020 ••• ••• e Approval Date: 04102/2015 E-3 . •. .• . . • .• .. Design Pinsfics,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. Axone. D. QUALITY ASSURANCE 1. ByiVfiai;ii-DadeCounty Depai-inieiitqfRegitlatoiyand EconoitiicResotti-ces. E. MATERIAL CERTIFICATIONS 1. Alone. 009 •00 9 0 Hiliny A.Makar,P.E.,M.S. 0•Procktct Control Uoit Supervisor •00 NOA No.15-0316,07 :Efipiratfoll Date: 05/10/2020 0 Approval Date: 04/02/2015 E-4 saga(Bolas s awl eat a WHYA . 1 ap ex eery a ow Y ARKM INC; whieh must boar a �. DETAIL � w:xi.•paa..cessnt �•a,R2royaa,xoii' tl 2 (VaeraAIiF 5113/501� t 4 3 lEiAlliEi i1631511N ALU7 JL_.___ " minimum diotanco 4 !$1!t°}QSk1.1FX.lIFJ4tSEtiTNPa3iSR£FTF1EiAlStl� M I to to%*or SEE'CSIAP.T M•I th. maximssat ap.n V. dub not too. than SHEET '2 a•• reC2610.3 5 bF 5z 7 e un a ¢ e #IS.%I Ijr ItTpEVE! Ul3ClEP#t {e!lflSte P�3� t��rs � SfNlRfiq .. gf.leeSE!• � SilriiQieS S k2 �- 0000 . 2x9MiN • • 0000 0000• ROOF Pip CONTIHOUS WOOD TiAma •• • • ••• • ' FRA3a1Nq .ALL AIIot'",(PAOOYDL'D ORa06 >;>< ` • 1 SY OTHEAS)• ,�,�,°%' .+, ry ••• was-Maze'- AiLLz.f!•••• ' 'cy! •• gLM.a•.•3' TR�j EACq co • , a iTiT 9.C. 'Ci'7.fiffiA1�3'88, ••••• T PPICAL SEC flbN S—S ' `� y 0.00 •. • 0000 • •• 0000• •00000 • • 0000• •• •• 0.00•• '.ArMCR COSA/xi@ 1G - - • » A reefing W, an■Lala moo e 3 MAX • •thio 3wb 44t&iriorioa Buildi g• • % Cvaaw •p�{i p • • "`^"---..0 •y�• a3 4+mta��dancw to rgQT S k�t' isa•.ouc t c to 4 v a ,,,,;� =• • Inca a. ah Ric AOw\IL09nnt 4 �3CAV7PAty®3/S SEAT inal3te oa. ox-Inauiatioa.and • t ��ynu�dl�arye f•,,,,•{�i coos tla�.•aad tllaa ta16Lt ana SEE CHART „S _ _,�y� iawaatioa thiokaaaa to rain MITERED AND 5 A cam}{ ga,, OF 6„9 a• minimum L•ioLt -- BUTT WELDED Mr) 4 CORNERS ( 1 v OM'Twi,u:ivli0 3 OS<vpnl0>in;;\vue WUl'Ip\L3d \ K&hCli"RLECTRgDE •'�^'-"'-"'"" t 1 IlnOdinac:o\6: fj EB 5356 .- t/ ( •10 x 1y aLL•TgAeAnaw Asgitw\<,No .07 M000 acini a"-S"T1i4W liepitrP ten Uatc u:.t.�JSr....'L.o 1,o -._. ):Brij Co.wEAt aA'GAMCtt J4f- } to-ox.I3UXITfiEAEA1t'I8'0. SMltinii%w.k�`•,`atd�l/i Mitml TYPICAL. PLAN DETAIL a �. DESIGN PLASTICS INC. p;/AC,,7 d� R$RIDA AU#. 3Na COOP pp��q(�C�}) p��'/ { LAUD.,I p y A.S.b.� rMODUCTkwVt3wn iiQtte�� 1`Va:.6q V�t/+ A (fOdHUFLOCtTYHIIARiGAN@7aN8){ (OI N•f'3t�IDR S A%�.. F 1.'' LAUD. I �s�7J� „T[1 a' M►Lav[D 3Y3 DMAWN 1w a T PRESSURE mavmptyngwthwwFlwids `va pp�� ApSI 3 �1 gcb(a rxrrta of acinus N (22hVISEO:10111192 ltullding Gado No. i, � wmaa+oamiar�.+ !17� RATING Aeoeplonrn Ida a 1(, j �---------'-• OATwi p.sx 0 II. aaaDsta �4 �s q�y3 q� _ �_..: Iia:E,C o,., D1 p 1 FOR SELF SECLF C U�1RING Lbahal�^^.. ,";+"i !f t •.\"'��'i, f1l.t3T TCSgNa Jt Ft CR7f70 CONa.WY �•+F T tai 1 S.t'L I.b H.T S ` � I7 = '�{�p 4�'' Q7�,•' eu+xn w ra v"`�`"Y n.mea -^• -•+� ;:.\e �•\'C\: w.e:,.�+b�ea,�'e�.,+.':�+.n.ta,. DNAWiN6NumxxN aF MlAM7-pAr7F•COLtN7Y• P.E. SF,�1ZJalr;ldATURE/DATE• nom"w ck P iarG% DRAWING No.12-160 OLD 09 077 .. _. .ago ••.�•• •• • •• ••• LLeS�J YtQ I •• ••e goo* 00 0 • •••Y1• ♦ • •.•. •• kETAINER ...... .. .. . ... FRAME ...•0 *04004 .. NTS. • ,sg CWB FRAME .. .. ee e • eee e e �.a _ Wi01]UC9'1LIi1I4ia3Q . ns uxntilyinp WN;51hb Plcu4rtl ' U1lltdfott t`.wlu ., ' hcrcl+ioucn tJn 1 2.�.„L�!t"•� � .. li}i1 wji„lt[,a10 4 • {/.f.�,X 1.,a MI:��ielaa4o3i��tt.un�i!• ,7i��rnAMvluozonr , DESIGN PLASTICS. INC. RA,: lrrrot�vttoclrr+tvt�afcartFzonull 701 N. ANDREWS AVE. FT. LAUD. , FL.33 ll MiODUCt'7tFiVISt31� t ,� wa�novca•r: oxwwN fr GT Uimpttrtthtirop!®Nda ',`�t ti1Cl�(�,5�.�a®, ti` Ota rareib/vG •eual: (J�rj R /i5EQ: 1011 1(12 " '° ° I& 3. ` Na_ — ---- .w*;= :/17100 n COMPONENTS EOR SELF CURBING �.G�►>��. d �<lw�ld•- as T� x+ .•:i� ; rll;{ Fm�sl,�l> t:rlfa� n Y K Y LIG NTS Ct)-Snus�ls to ��W�(d�(1�p, ��-'��0 OLD 09.077 •• 'V —.1....• NNt}Eld h Itlll WAV 157 V . f t)OJ?%Cl Cb. 16 ' AflMfl-OADE COW? P.E: Still. SGNA7UFE/DAiI" SEE t:H4a4 5 O11 S taeaNauxl5laudxYtYAiisiwatauu . .Px Out00t10i1 ^^ - - — ----- - -t C y acX o . X ARKOMAiNC, vfhidt must hilar u S T AIL 1 N1,1i i Dada O4uat .pA,_covea RDI:. t 8(t d 75 Alpp. .. Minimum distance SEE£µi ii iv .. 3 MA14E31AN1 dad) BOOM ALOY t S�£ET equal to 10y'ag - 1Y 5 DE 4 Md3i/t'tQAd', } ►YEttTRt11N6SHEEfi1EUd StYEN the maximum span i *'t ,. 2 3 VS•R. BtiW x� z but not lose than' a. •y ,�, rBUM --A = :... i!1. 2 d 6E.I4Qd . 3 n. PBC 2610,3 3 'i r 7 . OPtlalMt t/4 $0 EARM- 70 NE i a xto.t trraa��lla�oeeaestat�tNa►�t�aRasn " w6od game, (bpeOthe uous i% � � ®dx others} alt _-. ttASRllifJ ll%6KfN60AtdaYA00Ffl y to tBPdDPfdsFALuitifal i ••• �$:.•- t�e--� WyR-COR5IY8iffi l�y,J-i•• n Mi1A. r %ARCR� AD Silty- 5C LLY- •f• ,.• i f 5C7 '�.3^- IRON LA`�4f C��ti�W. • •�{ ` r , ' {a• o.a. xxanLAa`ciP • • • ` � A 3' ••• • . 00 • ••• •• NLLP ... S---'_'.,•" .. j [V� fR• TRTYPICAL -SECTION S •erm"D sea 0AT• $ ROLE ••.. •• o.0 t iLLB. ••: EACH COxx$R - ••• • .• • ••• MINIMS 2•'Ai" 1?-r- NiN • + • •CONtIRD1�8 ROOD ffLA31i: .- $ d•uaI}rooting datnllm ohnia ..Ply • ,jAh eh"t 19a a otlaao 39}2 • j-4 to Vu,.3925 •t�e i aiC]de Dui d! 2j oiaiaunrliatenem to r"*Imed • r•6a .w... • tlbn odrb Craw and to,roof*me• e •O ROOD$Comm WYRII s l,�a •• 16�o taX ohiMp3Aaa'�DO vitpDat f 11�®Rlxxmm PLN£TRA'CTOx i• rh, ?- s inru]ation•8or++ao noon a 4 MITERED AND SEE CMAR7 u 9 roof tido. a+9•ti3oai9at a»d 2xrO"ENaso. 'ma I _Ii inooiation traieRnooe to thio BUTT WELDED5j tE 5 5 DpRCLD b• o,a. _ 'y(TYIP) 4 CORNERS $ S I _,.L i� a ..»>� ,.� e•mleianb boi9ht• V.TH-4ECTRODE 't Deck ER 5356 jMiltltou+s+m,plyar�wl0uhaax-..._t..� fWOOD x£NDLR FLDDIxID xrpi ,nn U:ac.,K?.�+.�Le-�2 0 20 •. 'ALL AROOxD(xlN.l•1C•f') 1 i STDOCTCAAL ADLQDICC't i + �, 2Nffi7ALLA730x eY DLRYRffi• MUmlF l�a�+"" f Ctvatot '-•^-:�-r . S TY PICAL PLAN- DETAIL 1 • DESIGN PLASTICS,1 L X3311 A.S.D. ru ocj lytntlir>Ji�w� F 7. LA UD. F .,. r• ��rac.{ript " . firian,icrac,nrrtuRrccar4ekor9rn 701 N.ANDREWS qVE. PRESSURE RdTmc; a9aW tply rygtY1�111D FItlUJltla �lli'rr,� �`y Liy471V �p ;-&e,AlrlSA IMC ffiCALLS �� rcf:64 CO DYf DRAWN Rr TdinA Godo //1 REVISED: 10111112Ar9rpinnco lVa 2- D( ,fb _ OAYa: '7!V C Fp�/� p�4ipilMn Uoto¢ o S• Cl1 Fl8 NIV�N. d.: E,4a 0 INC. DETAILi /��_1 T[� MI Da , Cnnn •�'�!b '[�JU/t�:•�'? 'rnut TK5t71+o tY CK�Nct/pN.ttxaParrr SKY L I G H t S -��• // pp•]�•'{M��QQ�� i(,(, rtlYi M1tjC ynq_yo_gM,,mS nryryyU t+4N17S n J.1t anAw7NGr{N.U+Ms" • ,�'••••r40,1�y'.••••' t` amL .��aiR`^JSYpII-1JJ, .!{' /� tx wmarro DRAWING NO.92-160 OLD 09.077 .3i -' j /•' N ltl.Y7114 :71 T MlAM! lzM1Df CO!!N!Y• kE,: a�EAL S 4� wRF Alt n r iA _ i T---- • •e •e• • •• •• •• • ••••• Cis • • •• . :•••• o • �• of •••• CURB ..•...., RETAINER b •• •• •... • •• FRAME • FRAME `yy M •• • b • • • • •••• 6610960 _ O I • � � 1'lit)1111Ct 121iNltt'37iih - � f � asc+m�piyintt"iip il{p FfatiQn . _ ll+didixp ti+da ' y /lf.Cl•{N.I11fcI Na!a•U'a�I�.D/ 1 - fttft4ni17caioitt%c+ntint. • i • t arnxinA�w�nxrl�cbfi y DESIGN PLASTICS,INC. 701 K ANDREWS AVE. F7 LAUD. ,FL.3331 I i`7tADUCPNRVI5CD' - p aMpavtp•Y: . nrcomplyGrgwidrlfwk7orida rrt' P+A.Jy�j�� D,�tgtsnert{+o..�' � � sueaas paAwnarrj'T ttxitding CuQn W f accaptonrot4oj - o (� REViSEQ: 10711112 o�rsa • Eatpi onllmo eiS �� ,l IL.�I��•a�tyQ. �• _ ._._ - COMPONENTS FOR CURB MOUNTIN 'rrrarr rssrwo L�1« rN�saL2PAar SKYLIGHTS a iw ub.m�st imrix c�amFx a,u+as „L.,.. ,ISTVpr _ . F+x,�<Deo+Wa OMwrN4 NYMOLn ' C4 `'' fLttCM Lk.B 4rt67 DRAWING IV(b. 12-96Q ()LD 09-077 tnanri-ont�e cbcmrr- ala oxr� __ (i j GASIC' DIMENS�ONS.CHART 8ASIC DiMENS1Q_kS_G,IAt41T :-`s=4R SEL1= CUR131NG SKYLIGt�TS ' FOf�_CURIB •.MgUNTiNG SKYLIGHTS. �DL2001 A g G DL3001 A 6 C� - _ ren q� 1 NICHE S i. Skylight abown on this Product Ap}woval Document(P.A.D.)has been vedtrod for compliance with the 2690 edition of the Florida Building Code as par Fenestration -6-01. 142 14 r2,.5 4 0 0 1 17, 5 17,25 r 4 Testing Laboratory Report ff 2600.Skylight may be Installed within High Velocity r rr�� /l r� Hurricane Zurws.Desitin loads shall be determined as por.Chapter 30 of Asa 7.16 ©ti i G 14,2 22,2 ' {�(� 2 17.25 25.25 for o basic wind spend per section 1620 of iho Florida Building Coda. 4 0 3 . 14 9 46.2 1 0 0 3 17.2 cJ. 49.25 i 2, lostSkylight assembly measured d ki a Ir separated from each Floridaa distanceItriqof dno e �/ryy r� /� 004 �2 �� loss than 4•0 measured in n hodzonial pians per lar(dFiugdlrg Cede f.9 22 2 2 G.2 80lere a 2. 3. Vvimru exterior vxdi openings an x building aro roryndrad to he frco refect,s1ry0Qh1 0 t��7 22 f DC7 0 0 5 25.25 25.2.5 � shall not be Installed within 6'•0 of such exterior vroil,per Nalde Building Colo 0 0 t 2 2.G 4V.G?. 4' 0 } �? . 2- �0 @ 261 skylight •• A, this akyttght ena0 wn)pty with socUon 2012.4,4.9 ofthe fiorlJs gu�lr(pnQ Coda. . 0r1.Cp 2 P_ Q Q 7 25,25 49.25 '• 0. "fic shael ahan be as mouladaaRned byl0.rQnme,flit.•..krplowAoylic shov.�. .. 0.s Ca G. > �t�! and must hoer a current World f9A�a�CyUtty f Prevail. • 0,09 2�4y,2 g� 4 0 0 $ 25.25 72.50 4 0. Scraws{o be all threaded With mo rAnlits trield�afrongtb r 20^P^.L and fo ba Q 1 3We a a 009 . 25 25 92.50 4 manufactured of lion corrosive m�tyi jRtLp�(�ofcwtoJ b$�yrs+re Intent cont • i• +t that stall compty Mlh the(ottwoo. • 0 1 •I 3 Q.,� 4S 2 4 0 1 t? 3:1;2.5 X3,25 4 . MAL ••••. rl c . 12 3Q 6 J 2 0 1. 1 40 4CD Zina Plated As7�l os3a ... ( 4 Nickel&Chromo plated ••••ASTM EJO(Pt pe S(0 • • i Of 3 37 37 4 0 1 2 X3.25 49125 4 Cadmium plated •••••}tS M 87017 oIlAs D ty►e fi and III /t Austmnittcstatnleas steel AS 86931&u0e ••• 0 1 4• 37 75, Q 0 1 3 33.25 72,5{ 4 7. Fihfams of aluminum extnrslons(yit}byap((jj(Wbis)shall6radorm jy.; ••0 � .01 5 46.25 4'6,Z' S 0 1 4 40 78 4 • oppclfypaw%...• t0„,I 6 Q,5.2:.� Sf'. 5 Pigmented organic coating •• ••AAMA z00$2ts0•t a 2066 ••• • \0 1 5 49 25 49,25 4 Ar)orgxpd AAMA019 0 4? 8925. 5 0, ( 25 7•'3 0 B. Skylight supporting frame shall a"IlIi'AAydesigued by aihdkc. 6 G 9, (A)This ProJuci Approvni tlocu at(P.A.p jpropwad ihla p moor is gdnorta of 9 5Z 25 89.25 6 0 1 7 49,25 9-25 srtd dons not provide Information for a aIle apvsitie p J�c�, Yabore the 1it�•• • -t G 6 0 1 p �ry GJ$ � tNiOfi)UC i'RUNT V49) conditions deviate from Nie PAN • • • 0 2-.0 69.rJ 9r5 g C + M3Aiatum fl3gtsnea ' Cf O rewi trayieamUhth Ftoridr (B).Cnntraclor 10 to raxparrsit�for iho•election, p-1-host;and inlay (lp•• • 0 .0 1 s 54 0 �2.5Q lnnldlaa.taua -r 0 u including Dfe safety of this pioddAlbase fon this Profuct•r*WVai P101 ad • L0 2 1 695 $95 ? gUa3 to 10%,*Of A.cxln:arc®Ralf �� he/she done not dovinte fro,• the conditions doWed w) We docentont. ' Wit ml xiatum.span 0 2 0 7 2.50 72.$0 7 r a Construction safety at site is lha ronlractors res Vagi}MjQanUaia,G...t_...Zp2n portslbilily7• • but not 1c98 than O 2 ( 72,50 J9250 7 t13'di (C)This Product Approval Documentwgl be considered Invalid Ifmod(fled, 311. gg 2b7Q3 Mtre»tl�alac�'rtlSvIvonaot p�(0)Site specific projects shall be prepared•by a Florida Roglslwed t]'rghwor or CHARTS INCLUDE STANDARD SIZES LISTED ABOVE Ardiiaot volljpbe will bocmao the Professional of Record(P.tl.ft.}for 0w proms �. • and wiw wig be reaponslnls for the proper use of Our P.A.D. (E}Thls P.A.D,shall eornply vgtlr section 2:61615 0l iho Floitda Administrative CHARTS DO NOT INCLUDE 'CUSTOM SIZES UP TO LARGEST SIZE LISTED cede. ' IDA tl f rNrr # , INC. _ Pt.t�R uI.D moo(� `{7�SIGN PLASTICS �6 t�O'N nncwv LDclrvaor.r cnal oiat)i 701 N.ANDRc) WS AVE. FT. LAUD. ,FL. 3i33Ii. �A ri _ 1421'N)U4'I'[tBVI&Yit) .' Q` r� Atex., `/ ry txnrldyinF wful the Ftwfdv +�.1�'l.�VEiY'Wl,'.:' .�- Os',6(Y(RrCO.1YC 6CAl.E: ' APaMOYCtl aY: D�AwN•1�GT Buildc �tio�ai)Nareo 2- o i� 1' C ` ��rr ^/ oeats J1 RL-V(SED: 1011 ZT1 hi�nm ad"` d Ceram / `�T, vF �++ m++r aFsrftm k cNcitl xm BAS/'�I{{G^^_ D(I�M@ N Sp�ipt��N('S� CHAR ,+ c .ig n.ms mcaM arraxi��ae GENERAL NOTES paAwtNO auNaLa 1i'a84W,-won ro,rmw g� Ea-«awns OF 5 k, INt!b+^� c;:u.7rn a mar r,.nc. �};/��'1Nf7 RC1. 1 -'fi n OLD 09-077 5 W440-l7AOf C,OUNlY Y,F. Sfr�%ult4RG«71flF.fUA7E raa�na rm d parer I IAM 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/pera Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony(Shake,Slate,Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall W pie vide ds of he Llse;byake manufacturer or its distributors and shall be available for inspection at the job site at the regtisi J tic .tAcAng Official. . . • . . . . . . This renews NOA# 12-0308.25 and consists of pages tklroug�l 8 The submitted documentation was reviewed by Alex Tigera. . ... ... ..• . . 0 0 a•• : NOA No.: 12-0904.12 MIAMI-DAD;COUNTY . .* ;' '.' ..; '.' Expiration Date: 12/16/17 Approval Date: 12/06/12 0:0 Page 1 of . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC l= 16%2" TAS 112 Flat,interlocking,high pressure extruded concrete Saxony(Shake,Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1 =varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. PA 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 •• •Stat is Uplift Testing Feb. 1995 Engineering,Inc. PA 102 '. �(2:Q:ik-Drive Screws,Battens) The Center for Applied 25-7224-1'-: 'Sfalic Uplift Testing March, 1995 Engineering, Inc. PA 102 ••• •;• •;• •t t Quil'Qr4t.Screw,Direct Deck) ••� �• �• �•• ••� NOA No.: 12-0904.12 MIAMI•DADE COONTY ...� � ••• • ••• Expiration Date: 12/16/17 Approval Date: 12/06/12 ••• • • ••• Page 2of8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.2 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier June 2007 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 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007 Nutting Engineering 129 TAS-112 Jan. 2007 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment catioris•me �bo installed perpendicular to the roof slope unless stated pP Y pp Y. . . . otherwise by the underlayment material jnaffoa:ure=s:uoh:hedsUterature. .. ... .. . . . .. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. . ••• ••• •.• . • • • •• • • NOA No.: 12-0904.12 Mu►r�a�4n�CouN7Y •• :• •• ••: •• Expiration Date: 12/16/17 Approval Date: 12/06/12 ... . ... , Page 3 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4. INSTALLATION 4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w(ft) Saxony(Shake, Slate and Split 11.8 1.375 1.02 Shake) Tile Table 2: Aerodynamic Multipliers -X (ft) Tile X(ft) (ft) Profile Batten Application Direct Deck Application Saxon Shake, Slate and Split Shake Tile 0.185 0.200 Table 3: Restoring Moments due to Gravity-Mg (ft-lbf) Tile 2"•12" 3":12" 4":12" 5"•12" 6"•12" 7':12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct (Shake, Deck Deck Deck Deck Deck Deck Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Split Shake) Tile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .• . . . . . .. . . NOA No.: 12-0904.12 MIAMI-DARE COUNTY ••i : i • ••i • Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4of8 . . . . . . . . . . . .. .. . . . .. .. ... . . . •.. . . Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Saxony(Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9 Shake) Tile Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxon Shake, Slate and Split Shake Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony(Shake, Slate 3M 2-Component Foam Roof Tile Adhesive AH-160 118.9 and Split Shake) Tile 31VI2-Component Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 grams 4 Medium paddy placement of 24 grams .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ••• ••• . . • . .. • NOA No.: 12-0904.12 .. . . . . . . MIAMI-DADE COUNTY • •• •• • • • • • • , ••• • • • ••• • Expiration Date: 12/16/17 ® Approval Date: 12/06/12 ••• • ••• Page 5of8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Saxon Shake, Slate and Split Shake Tile Mortar Set5 43.9 s Tile-Tite Roof Tile Mortar. S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". 91 Or BORAL- LIFETILE BORAL ROOFING LLC,SAXONY TILE(LAKE WALES FL) 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 in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . • .. ... .. 0.11 . . .. 0•• : • : •0 • `•• : : NOA No.: 12-0904.12 MIAMI-DAD:COU ..; :' :• '.` ••: 0.0 Expiration Date: 12/16/17 Approval Date: 12/06/12 ••. • . .•• Page 6of8 • . ••• • . • . • • . . • . • . •• 68 • . . • •• •. PROFILE DRAWINGS NAIL HOLES � + �r .., 13116"(date �. 16116"( hak. 17 OXY .(2 4'W a�:7fps r +b. I WATE OCK SAXONY CONCRETE ROOF TILE(SLATE MODEL) db Y� SAXONY CONCRWE P*OOF F0hE{9PLIT SHAKOE MODEL) •.• : . : •. • ••. . NOA No.: 12-0904.12 MIAMI•DADE ••i i• i• ••• 000 ••• Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 7 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h a SAXONY CONCRETE ROOF TILE(SHAKE MODEL END OF THIS ACCEPTANCE . .. . . . . ... . J .. ... .. . . . .. •• : . : • • ••• : : NOA No.: 12-0904.12 MIAMNDAD; ••i i• i•�Fojjoi •;01 • ••i ••• Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 8 of 8 ••• • • • • ••• • • • • • • • • • • • • • ••• •• ••• • ••• J• ••• • ••• • , . MIAMI-DADE COUNTY 141AM 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.gov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. .. ... . . . . . .. This NOA revises NOA 13-0502.02 and consistt pf pa4s J* trpugh:J: The submitted documentation was reviewed by Mx.T.Aera.: ..• ... . . . • . . NOA No.: 14-0805.01 MAMI-DADECOUNTY ' .. : . ' '; ; ; Expiration Date: 05/10/17 �EU ® ® •• Approval Date:09/04/14 Page 1 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPackO 30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BV OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof the adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe 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 @158°F., 100%Humidity,2 twets.. ... . . . .. Closed Cell Content AS'T144 D 2956% :85%.: '. Note: The physical properties listed above are presented as typica'1 average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. . ... ... ... .. . . . . . . . . IVOA No.: 14-0805.01 MIAMNDADE COUNTY •• • • • • • •• • • •• �. �. .•. .•. Expiration Date: 05/10/17 ® Approval Date: 09/04/14 Page 2 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Resort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT"2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• ••• ••• •o 0 . • • . 0.. . . NOA No.: 14-0805.01 MIAMIOADE COUNTY •• • • • • • • • • •• •• Expiration Date: 05/10/17 ® e ••• • • ••• • Approval Date:09/04/14 Page 3 of 11 ... . • • . ... . . . • • • . . . . . . . .. •• . . • •. •. INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .• ... . . . . . .. • . .. . .. . . . . ... . • . • .. ... .. . . . .. .0 ... ... ... . . • . • . • NOA No.: 14-0805.01 MIAMI•DADECOUNTY ••• • • • •• • ••• ••• � • .. •. . • • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 ••. • • • • ... • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course- Flat, Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(I each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. �y WMIAMI-DADECOUNTY11111 •e 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.: 14-0805.01 MIAMI4DADE COUNTY •• • • • • • •• • • .. .. Expiration Date: 05/10/17 @=I ••• • ' ' •" ' Approval Date:09/04/14 Page 5 of 11 . . • • • • . . • • ... . . . ... • • ADHESIVE PLACEMENT DETAIL# 1 thr= hglaickr7s•, t>a• Flat/Low Profile Tile I r •irz v,7," 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 closest to the overlock 9 , of the tile being set. rr 2. Continue in same manner. Insure approximately 17 s (109.7 cm'`)—23 (148.4 cm2)square inch adhesive ' contact with the underside of the tile. r 4 Nall traer9hpacement Medium Profile/ Double Pan Tile !when rvWjire#' _. ,»•ra, i 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam i paddy onto the underlayment positioned as shown 1 under the pan portion of the tile closest to the vwa overlock of the tile being set. r 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm2)square inch adhesive ` .; .. contact with the underside of the tile. Ax r nye Nwil Toughpi•adccsetss•tt8`- High Profile/Single Pan Tile fa ••r�4+airlt ,' taetcitat oti, .ari. E 1. Starting at the eave course,apply a minimum 2" P ` (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam ti paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the I "'wide overlock of the tile being set. •� z` 2. Continue in same manner. Insure approximately 17 O+ "'' "o (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. tan Course �� ' ; w �i• • • • • a • • •• • • • • • ••• • t�ir:`.,_ ,tin E�+�Stim�y•• •• • • • •• • ••• ••• ••• • • .' : ' :: NOA No.: 14-0805.01 MIAMI•DADE Cd •• • • • • • •• • • ,,,• �■ • •• •• • • • • • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • 000 ••• • • ADHESIVE PLACEMENT DETAIL#2 t aFT: rawgi �f eiccemerEe P'A -1RPn90 ) Flat/Low Profile Tile P� 'i r�PJV11tC01��, 5. ;3 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 the tile being set. Insure approximately 17(109.7 cmZ) 23 (148.4 cmZ)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 5£,, 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 tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm'-)- 12(77.4 Cm-)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile Nailthrowglo pustic4emen9 ;�ah%rs re�uicl s � ril � 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the E the being set. Insure approximately 17(109.7 cm`)i% CM2) b r 23 (148.4 cmZ)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) tOE �* qui 3 a N 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 rs being set. 3. Continue in same manner. Insure approximately 12» (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. •• ••• • (�nst,ugions continued on next page) • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• i • • •• : • : : NOA No.: 14-0805.01 MIAMMADE COUNTY •• • • • • • •• • • • •• •• • • • • • Expiration Date: 05/10/17 aaie e V ••• • • • ••• • Approval Date:09/04/14 Page 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail al6mu fi C09mm-1 High Profile/Single Pan Tile ,Where re alr nil t �. P&A&Vj2vrc All%Tile) �,�,�, •„s4' ,ti 1. Starting at the eave course,apply a minimum 2"(50.8 "4•..,. mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the �t` N pan portion of the tile closest to the overlock of the the being set. Insure approximately 17(109.7 cmZ)— im 23 (148.4 cmZ)square inch adhesive contact with the �• �ll "�. <�'E underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) IV E.,N€� - / ';� ..r. aa x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the W..Owu underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile Z... . . .rrN' Wip edqe being set. 3. Continue in same manner. Insure approximately 17" (109.7 cmZ)- 19(122.6 cmZ)square inch adhesive contact with the underside of the tile. • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • .• NOA No.: 14-0805.01 %MIAMI-DADE COUNTY= Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of I 1 •.. • • . • ••• • - . •• •• ••• . .. .. ..• . • .•• • - ADHESIVE PLACEMENT DETAIL#3 r4sildwou0plas6ccement ftddyd toes) 4whWrequindl. I 1. On the eave course only,apply a minimum 2" (50.8 "Ken , 1 u II mm)x 10" (254 mm)x V (25.4 mm)foam paddy lanaderWe) onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan nye �:"rf �r° I portion of the tile for low or high profile the closest to the Overlock of the tile being set. Leave .°7k � �` ``� >, �`� _ ; approximately 4" (10 1.6 mm)up from the eave Wk tit edge free of foam to prevent the expanded adhesive an rm 2 4ia. from blocking the weep holes. Insure approximately 17-23 in`(109.7-148.4 cm2)of I adhesive contact with the underside of the tile ha< Fascia 2. Apply a4" (101.6 mm)x4" (101.6 mm)x l" (25.4 mm)foam paddy onto the underlayment just below FlaVLowPratlleTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nan dusuo Pic Cement Singlepaddyundutfle pan portion of the tile,closest to the underlock for Nrlwen required) FaMy lbe ,desi the second course the to be installed. Insure / approximately 8-9 int(51.6-58.1 cm'-)of adhesive Battens � �� Iftlundutilel contact with the underside of the tile. Single r � (Instructions continued on next page) ontvaf �^1-k - sz41n. 2141n:" k` 19' ain> Eave Closure EaveCsurse• r � Fesda ttllum Pre111eTile •• •.• • • • • • •• • •• . • • • .•• • •• ••• •• • • • •• • ••. ••. ••• • • NOA No.: 14-0805.01 MIAMI-DADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ... . • . . ... . . . . . . . . . . . . . .. •. . . . .. .. ... • • . ... . . r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) tail Owougla plastic 5i1r4j1e PaMY URder the avhenrequired) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/a" t~� R dy ibetwem dtft) (19 mm)paddy on top of the eave course tile omens7 Paddyiun&e'tilei surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, �Ov closest to the underlock of the first course of tile. tshwe Install second course of tile. Insure approximately zsin, i ` 9 (58.1 cm')- 11 (71cm')square inch adhesive a asaln- � contact with the underside of the the at the overlap '�;` �' �� and 7(45.2 cm`)-9(58.1 cm`) square inch - �f_.. t" toe--- adhesive contact with the underside of the the at the head of the tile. Continue in same manner. Ewe Come - � � Fasda Wesphok Eave closure gain 'odd edge Wlgh Proffie Tile .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • 0:6 •• .. •. • . • NOA No.: 14-0805.01 MIAMI-DADE COUNTY • . "es • • • • .• • • Expiration Date: 05/10/17 • •• •• • • • • • ••• ••• Approval Date:09/04/14 Page 10 of 11 . .• .. . . . .• •• .•• . . • .•. • . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" flcontacPlace cttwiiththepantiiletoachieve 65ta70sq in. `t�eenpi applications (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2iTurncovers upside down.Place adhesive in paddy onto the underlayment positioned as tog in.from outside edge of cover Me. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 24 to 25 sq.in.contact area f �_ tiles from rocking until adhesive has a chance to ilylnderlayment - cure. 2. Continue in same manner bringing two pan e4 courses u toward the ride Insure �y G � ,�ti P g approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside t'a sheaths of the pan tile. Eave closure ��ss imotarshmni 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end ofpan and cover tiles are flush ateave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm)-25 (161.3 cm)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away 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.: 14-0805.01 MIAMI-DARE COUNTY •• • • • • • •• • • Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 ••. . • . . .•. . • . • . . • . • . . . . •. .. • . . •. .. ... . . . ... . • MIAMId7 M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire N"shall be-provided k),the user by the manufacturer or its distributors and shall be available for inspection at thg job sreAjhj r¢q jqj a;4he Building Official. . . . .. ... .. . . . ... This revises NOA#12-1219.01 and consists of pages 1 through 4. The submitted documentation was reviewed by Juan E. Collao,R.A. . ... ... ... . . . . .. . . . .. *00 NOA No.: 13-1113.05 Mu�r►teCou Expiration Date: 07/31/17 ... , �.� . Approval Date: 03/13/14 . ;.; Page 1 of 4 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r • ROOFING COMPONENT APPROVAL Cateuory: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric, for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Aizencv Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . .. . . . .. .. . . . . . •'� � ' "' NOA No.: 13-1113.05 MIAMFjjmeI-DADE COUNTY ywj Expiration Date: 07/31/17 .•. • • • . ... • • Approval Date: 03/13/14 i i i i•i i i : Page 2 of 4 • • • • • • • • • • ••• • • • ••• • • T • r APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/3'n or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum Y head lap and minimum 6"end lap. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake& Shingles,and Asphaltic Shingle assemblies. .. ... . . . . . .• . .. . . . . %: . . ... ... ... . . .. . . . . . .. . . . .. .. . . • • . NOA No.: 13-1113.05 twuat�e•�eCoExpiration Date: 07/31/17 ••• , , . . .,. , , Approval Date: 03/13/14 i i i i•i i i : Page 3 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared rooting products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MLAMI•DADE COUNTY . .. . . . . ... . �ND:QI+:'FI�IS:A.QCEPTANCE . ... ... ... . . .. . . . . . .. . . . .. .. . . . . . ••' • • • ••• • NOA No.: 13-1113.05 Mu►MaDADE eouN rY Expiration Date: 07/31/17 •.. . . . . ... . • Approval Date: 03/13/14 Page 4 of 4 • • • • • • • • • • • •• •• • • • •• ••