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RF-14-1070• Miami Shores Village BuildingDepartmentFBY: p TW RE 10050 N.E.2nd Avenue, Miami Shores, Florida 331383 2014 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING PERMIT APPLICATION ❑BUILDING . ❑ ELECTRIC ROOFING Master Permit Nolo, -,5-\5- k m (o Sub Permit No. bf /!j -► / 0 Z�) ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: e 1 e _'S!) I - 00-5_ 09D -o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):9(1 Ci t� (��I� �0-'i 0S Phone#: Address: I �� W City: 0.Yy�s d �� State: Zip: W 1, Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �p�sr@v 5 IinC, Phone#: 2& 0q19S Address: -1 W Siva" City:State: Qualifier Name: MOL'(e oLL(1(\e S Phone#: State Certification or Registration M ece 11h 2 9 ky (0-1 Certificate of Competency M _ DESIGNER: Architect/Engineer: SSNE Address:_ 4 / 'CO: State: d �cwZip: Value of Work for this Permit: $ 1-1(,00. 0c) Square/Linear Footage of Work: t0 7o Type of Work: ElAddition ElAlteration N(New Elepair T ❑Demolition Description of Work: h Q ®fit Gd , • LD Specify color of color thru tile: -` Submittal Fee $ �� 0 in . Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ 1-06 41 Double Fee $ Bond $ l TOTAL FEE NOW DUE $ _ r� G0 �4_ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charaed. Signature . OWNER or AGENT The foregoing instrument was acknowledged before me this day of 020 by ieCL®LUVSwho is personally known to me or who has produced identification and who did take an oath. as Signature 21� � �.. CONTRACTOR The foregoing instrument was acknowledged before me this _ day of /-I&?C-/ . 20 / by Ya/7 a 1,30412 12�f , who is personally known to me or who has produced 6.S-�R �S::�Z5ZZ&;� � as identification and who did take an oath. f►�•SfT371�17�1[•F Joanna M Feliciano My Commission FF 052733 Expires 01112/2018 APPROVED BY Plans Examiner Zoning Structural Review . Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD •�� T1940 NORTH ALLAHASSEE STREET FL32399-0783 BARNES, MARIO ANTWAN 4 ROOFERS INC MI41 SW RAMAR 102 WAY FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! AC 63248.06 DEP _-- -----DETAC1-I.14ERE STATE OF. FLORIDA (850) 487-1395 STATE OF FLORIDA AG#. 6324809 DEPARTMENT OF BUSINESS AND PROFESSIO04 REGULATION CCC1327604, 08/31,/12 000000000 CERTIFIED ; RICOOFINd :CONTRACTOR SARNgS, XARIO'ANTWAN 4 ROOFERS INC ` IS CERTIFIED under the provisions Of ch.489 FS Expiration date.. ATJG 31 2014 L120831.00699 CONSTRUCTION INDUSTRY'LICENSIN SEQ# L12083100699 RICK SCOTT REN LAWSON GOVERNOR SECRETARY, nIQpI AV AC RFOI IIRFn RY I AW m, A ® CERTIFICATE OF LIABILITY INSURANCE t LTR �..•�� 5/22/2014 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 endorseme s PROBER NAtitE:CT Jeff Lampert Presidential Insurance Services, LLC PHONE 305-423-0350 Fax No. 305-423-0351 2665 South Bayshore Drive #707 : effonsurance_guuoteirYe.com _..r _ ._.._.__. Miami, FL. 33133 1NSUREq(Sj_AFFOItrlliV(eC01t6RAt{E INSURER A: Preferred Contractors Insurance Com n _ INSURED INSURER 0: 4 Roofers, Inc. $ 1710 NW 51 st ST INSURER C: LtABILITY ANY AUTO OS SCHEDULED ALL OOO HIRED AUTOS AUTO WJNED Miami, FL. 33142 INSURER o : INSURBRE INSURER F: __ _..._.. BODILY INJURY (Pet p man) S — COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. t LTR TYPE OF INSURANCE VAM POLICY NUMBER V EPF FOLD UNiT8 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX -1 OCCUR I --- PC -77381-04 11119!201 3 1 1/1 9/201 EACH OCCURRENCE $ 1,000,000 PR q�lj�� ertce $ _.. 50,860 MED EXP ( one ) $ 5,000 _ PERSONAL & ADV INJURY $ 11000,000 N`L AGGREGATE LIMIT APPLIES PER' rmxPOLICY PRO- JECT(E] LOC OTHER: GENERAL AGGREGATE $ 2,600,000 PRODUCTS' COMPtOP AGG $ 1,000,000 $ AUTOMOBILE LtABILITY ANY AUTO OS SCHEDULED ALL OOO HIRED AUTOS AUTO WJNED CO 0 81 LIMIT S I tEs a�denti BODILY INJURY (Pet p man) S — BODILY INJURY (Pet somdem $ PROPER DAMAGE $ _ $ UMBRELLA UAB EXCESS LIAB17 OCCUR CI AIMS -MADE g EACH OCCURRENCE $ AGGREGATE $ DEQ RETENTION $ i WORKERS COMPENSATION AND EMPLOYERS! LIABILITY Y 1 N ANY PROPRIETORIPARTNERIEXEClJTNE OFFtCERRulEMBER EXCLUDED? O (Mardatmy In w" DE CRIPB QN 001MOPERATIONS b w N t A ( PER i - -- E.L EACH ACCIDENT € $ .... _......_-.__ E. G DISEASE - EA EMPLOY $ E.L. DISEASE- POLICY LIMIT $ s � I DESCRIPTION OF OPERATIONS t LOCATIONS 1 VEMCLEB (ACORD M. AdMI10" Rmnarks SOMWUI , may be ettaWlB ' Ir mme spam Is required License number (CCC1327664) Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL. 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 0 rc4ZT?1T:3 iT,LL1TaTi7-:T-0Tq-*T:T•I+7 T_�iTWIW_1tli:..,'f"'T,T??" . ACORD 26 (2014101) The ACORD name and logo are registered marks of ACORD f. a Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL —DO NOT PAY 5906962 BUSINESS NAMMOCATION 4 ROOFERS INC 1710 NW 51 ST MIAMI, FL 33142 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2014 6161665 Must be displayed at place of business Pursuant to County Code Chapter 8A —Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS _ 4 ROOFERS INC 196 SPECIALTY BUILDING BY Tax COLLECTOR CONTRACTOR 45.00 09/30/2013 Worker(s) 2 CCC1327664 0227-13-001872 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's gaalitications to do business. Holder most comply with any governmental or aougoveramestal regulatory laws and requirements which apply to the business. The RECEIPT N0. above men be displayed on all commercial vehicles —Miami—Dade Coda $eo 80-276. 1aM Formore information, visit www.miamida�gpov/taxcellectar Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name: f Signature __ State of Florida ) County of Miami -Dade ) Sworn to and su ore am&*& —Q1 sit I8. LM Contractor Print Name: M Gl r 0,�C� Signature: l/' -�— +-- State oJF1' "tOft�Notary Public State of FlorWa County nne M Feliciano JAY Commisston FF 082753 Swornhligiftb4e'! 4 day of , By t'lAri h ort) oq- I # a 12-04-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 12/04/2012 EXPIRATION DATE: 12/04/2014 BARNES MARIO A 201872947 BUSINESS NAME AND ADDRESS: 4ROOFERS INC 1841 SW 102 WAY MIRAMAR FL 33025 SCOPES OF BUSINESS OR TRADE: 1- ROOFING - ALL KINDS AND DRIVER IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 12/04/2012 EXPIRATION DATE: 12/04/2014 PERSON: MARIO A BARNES FEIN: 201872947 BUSINESS NAME AND ADDRESS: 4ROOFERS INC 1841 SW 102 WAY MIRAMAR, FL 33025 SCOPE OF BUSINESS OR TRADE: 1- ROOFING - ALL KINDS AND DRIVER IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 t Tel: 788-39&9179 Fax 786400-2627 alsoofinsaac+kson gmasl.cgm LAB CERTIFICATION #t0-05`12-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor a ROOFERS Job Address 199 -NW 101 ST MIAMI S+1ORES, FL 33130 Owner's Name FOTIOS ANDRIEOPOULOS Type of Tile SANTA FE SPANISH "S" Approximate Roof Height 12' feet Roof Pitch 3/12 Approximate Square Footage of Roof 6 ft2 Date Tested 07/704 Number of Tests 27 Contact Name MARIO Permit # RF -5-14-1070 3 Date Installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment.F.G.E.100 Phone # 7/285-4446 LOCATION # OF TEST PASS # OF TEST FAIL Corner 4 Tests 4 Pass Test Fail Perimeter 6 Tests 6 Pass Test Fail Field 12 Tests 12 Pass Test Fail Ridge 5 Tests 5 Pass Test Fail TOTAL 27 Tests 27 Pass Test Fall IN ACCORDANCE WRH THECRrFV0A OF PROTOCOLPA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THISTAS 1N TESTHAS BEEN PERF-OWEOIN FULL ACCORDANCE TO THE REQUIREN NIS OF DADECOUNTRY,, WITH NO DEYIATIOAIS, THIS REPORT Is NQTGUARANTEED IN cAsE OF CASE OF NATURALOISASTERS. THis REPORTIT 6 NOT VAuD FOR INSURANCECLAINS. (VA 67416 A-1 Eng tneerin§ Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofinMction@gmail.com LAB CER'TIFICA'TION # 10-0512.01 07/15/14 PERMIT. # RF -5-14-1070 118 NW 101 ST MIAMI SHORES, FL. 33150. 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 T T T T T T ! T T T T T T T T T 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 ti r AWOL HIGH VELOCITY HURRICANE zONEj t;IT I Florida Building Code IE By: High V HNm unicane Zmm unm p Section A (General Information) Master Permit No. s Process No. Contractor's Name � AC. Job Address I ,, t f (0 1 +, ROOF CATEGORY e Low Slope ❑ Mechanically Fastened Tile MOrtar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shinglesishakes Shingles ❑ Prescriptive SUR -RAS 150 : ROOF TYPE New Roof ❑ Reroofing 13 Recovering 13 Repair ❑ Maintenance ROOF SYSTEM INFORMATION (00 GALS ve 41Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) I® c o o S� Section B (Roof Plan) Sketch Roof Pian: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly n dimensions of elevated pressure zones and location of are ts. • � � rc� � �° Edi Y � . „ • '�' S , � • O.� r Y LU � � Z �r i'(yi —4j i ,. .j �i_. .i i..f- ="T . '..3r Y. yi..i t.T•a 1�. CL Z :Q + { _ , Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D(Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): PI: � P 2: 21 Lll�' Maximum Design Pressure �» Product Approval Specific System: Method of Tile Attachment: Steep Sloped System Description Deck Type Roof Slope: 12 Barrier: Ridge Ventilation? Mean Roof Height: Type Cap Sheet: Roof Covering: Type & Size Drips Edge: i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations, For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from My If the Mr values are greater than or equal to the M, values, for each area of the roof, then the file attachment method Is acceptable. .p Method�1 "Moment Biased file Calculations Per RAS 127" (Pit' -3.5�--� x x W = ! - Me: $'A -M, r Product Approval M, Ar 'Ir (P2:161P Mg: _ Mraproduct Approval M, 4� (P3' x = M9: - Mts�ZOLAAroduct Approval Mf o Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, *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 F,. 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:x _ ) - W:x cos 0: - = F„ __ _ Product Approval F' (P2: _ x 1: _- x w:. �� - W: _ _ x cos & Frz ,_„_ Product Approval F' (P3: _ x 1: _- -x w:= �) _ W; _x cos 0: _= Fr3 _ Product Approval F' M Re uired Moment Resistance* Symbol Where to find Mean Roof Height --i Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 $4.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 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 F,. 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:x _ ) - W:x cos 0: - = F„ __ _ Product Approval F' (P2: _ x 1: _- x w:. �� - W: _ _ x cos & Frz ,_„_ Product Approval F' (P3: _ x 1: _- -x w:= �) _ W; _x cos 0: _= Fr3 _ Product Approval F' Where to Obtain Information Description Symbol Where to find Desi Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pr ed by PE based on ASCE 7 Mean Roof Height H Job She Roof Slope 8 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity K Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I - length w a width produrx Approval All calculations must be submitted to the Building Official at the time of permit application. SCTION R4402.13 HIGH VELOCITY HURRICANE ZONES E REQUIRED OWNERS NOTIFICATION FOR CONSIDERATIONS ROOFING 114402.13.1 Scope. Ash pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the hem has been explained. ®T 1• ° Aesthetics Workmanship: the workmanship provisions of Section R4402 are for the purpose providing that the roof system meets the wind resistance and water instruction performance standards. of Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as coloror architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. :L-ARenailing wood decks: When replacing roofing, the existingwood renailed in accordance with the current provisions of Section R4403. roof deck may have to e to removing the existing roof system). (The roof deck is usually concealed prior r 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 oyper should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5• ,, Ponding water: The current roof system and/or deck of the building m l and cause water to pond (accumulate) in low-lying areas of the roof. Pounding can a an�indication ofnot drain I estruc ural y distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the =Overflow ng system is removed. Pounding conditions should be corrected. s• scuppers (wail outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7• Ventilation: Most roof structures should have some ability to vent natural airflow throu h th interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not bee reduced. It may a beneficial to consider additional venting roof. which can result ' extending the service life of the e s ig ature Date /y Contractor Signature Date Revised on 7/9/2009 LD N MWED MIAMI DADE COUNTY DEPARTMENT OF PERiVII1TING, ENVIRONMENT, AND REGULATORY AFFAIRS TM) PROD 805 SWUCT 2NT�Oett RooSECTION08 BOARD AND CODE ADMINISTRATION DIVISION Miami. Florida 33175-2474 NOTICE OF ACCEPTANCE ffQA T (786) 315.2590 F (786) 315-2599 u rrw.mlamidadepoti/sera Santafe Tue Corporation 8825 NW 951s Street Medley, FL 33178 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material faits 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: Santafe Spanish `S' Clay 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 thew has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur afterthe expiration date or if there has been a revision or change in the or process. Misuse of this NOA as an endorsement of any product, materials, use, and/or manufacture ofthe 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 th expiration date may be displayed in advertising e 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 replaces NOA# I0-1005.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. uuviac uavry NOA No.: 32-0210,01 IIID Expiration Date: 02101/14 Approval Date: 05/31/12 Page I of 5 ROOFING "EMBLY APPROVAL Cate¢orv: Roofing Sub�Cafturv: Roofing Tiles Material: Clay De e: Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as 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 values pressure 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. I PRODUCT DESCRIPTION Manufactured by lica t Dimensions Test Product Specifications Description Santafd `S' Clay Roof L 18" Tile TAS 112 One piece high profile clay roof tile equipped with W =11.1" two nail holes. For nail -on, mortar set and adhesive True Pieces 1= varies set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, w varies varying thickness rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION L Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test AL Test Identifier _TestName/Renort Date The Center for Applied Engineering, Inc. 94-156-8 TAS 101 Aug. 1994 The Center for Applied Engineering, Inc. 94-156-9 TAS 102 The Center for Applied Engineering, Inc. 25-7205-1 TAS 101 March 1995 Project: 07-07-00-91 TAS 100 Sept. 1994 (3Q7023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Redland Technologies Appendix 11 {Nail -On) 7161-03 Static Uplift Testing Dec. 1991 Redland Technologies Appendix III TAS 102 & TAS 102(A) P 0402 Withdrawal Resistance Sept, 1993 Testing of Screw vs smooth shank nails AMR N—YOUCADEco NOA No.: 12-0210.01 �UME' Expiratioa Date: 02/01/16 Approval Date: OS/31/12 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Aaeney Test I, d�tifler Test Nam#/—Report Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-0i PA 108 July. 1994 (Mortar Set) Celot" Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 23534 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 3. LImrrATIONS 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.I herein. 3S 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 Welghtt W (IE Length -I (ft) Width -w (ft) NOA No.: 12-0210.01 = Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Muitiplyers— Table 3: Restoring INoments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4".12" da".12" 6".12" 7"':12" or Profile ..wi... w..vu uw.c. V6lVA/Ap Approval Date: 05/31/12 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. PROFILE DRAWING >11, When using one screw se this hole. "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE 1AMIS' ►Eo�� NOA No.: 12-0210.01 Expiratiou Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 141A MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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/cera 3M Company 3M Center Building 0220-05-E-06 St. Paul, M. 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 PERA - 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. PERA 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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 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 Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' 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 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMI•DADfi COUNiY Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: 04/30/93 Test Agency Test Identifier Test Name/Renort 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 7050.02.96-1 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 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. 3MTM 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. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.: 12-0228.18 MIAM4DADE COUNTY Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 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 uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance 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). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 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 2 to 3 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12-0228.18 MIAMI•DADE COUNTY Expiration Date: 05/10/17 • Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Undedaymern e . 1 Paddy (BeneathTile) 101n. In Eave Course o 101n. Fascia Eave course only, Eave Closure Keep adhesive approx 41n. up from weepholes Nail through plastic cement Paddy (Beneath Tile) Underlayment =' 10 in _ 2 irr. Ear Couree Save Closure Eave course only: Keep adhesive approx. 41n. up Fascia from weepholes APPROVED11 Nail through plastic cement Paddy (BeneathTile) Underlayment 1 I_____ 101n. Eave Course Fascia Weephole Elva course only: Eave Closure Keep adhesive epprox Drip edge 41n. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional 2n4 for square Inches In contact with thepan Ole steep P� apPl�ons Nal through plastic cement 2) Tum covers upside down. Place adhesive 1121n. To 1 In. From outside edge of rover tile. Then Instal the tile. o Underlayment 1 0 Remov = top pardon = _ S oftheeave kestfdng Course Covertile. Abutto sewd course of Optional pan flea. Ensure save end of Polnt-rr Morar pan and cover dies are P flush at eve line. on longitudinal edges of Ole Eave dosurs Weephole Fascia Bo (mortar shown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Undedayment Undedayment 71n. 2 In. 71 2 have Course o Fascia Fascia % weephole Eave Course Eave closure Eave Closure IL- Drip edge Nall through Plastic cement Paddy (Beneath Tile) nderlayment 7 in. n. Em Closure Era Course Fascia NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy underlie under the Single paddy (between file) Underlayment Single paddy between file Single paddy Paddy (under tie) o 2 In. x 7 In. medium size paddy save Eave Closure on top of tie course only Eave Course size paddy save course only Fascia 0,1101 Singlepaddy 3 In, 3 In X 3 in Single undr file 4I n.x Single 4 In. 2 In. paddy on 2 In. n. under- paddy on layment under. layment Eave course Single paddy on top of the Fascia Single paddy on top of file In. X 7 In. medium Ea Course % Weephole Eave closure size paddy eave Fascia course only Drlp edge Nall through plastic cement Single paddy under the Single paddy between the 3 In -x 3 In. 4 In. Single paddy on undedayment 2 n. Single paddy Eave Closure on top of tie 2 In. x 71n. medium Eave Course size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 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 "NAJ System Manufacturer: 14.1c- Field: " oc @ Lap, # Rows @ oc Perimeter: " oc @ Lap, # Rows @ " oc Design Wind Pressures, From RAS 128 or Calculations: 'ITq Comer: " oc @Lap, #Rows , @ " oc Pmaxf: Pmax2• Pmax3• 4 947 Max. Design Pressure, From the Specific NOA System: - 672. s5* Deck: Type: Gaug Slope: Jo AnchorBase Sheet & No. of Ply(s, Number of Fasteners Per insulation Board Field: Perimetel Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, doping, Etc. Ang e a ase Sheener/ o to Vindicate: Mean Roof Height, Parapet Height, dr Height of Bass 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 Base Insulation FastenV&onding Material: Top Insulation Top Insulation Size and Top Insulation Fastener/Bonding Material: Base Sheet(s) & No, of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastef onding Material: f FC Parapet FT Mean Roof Height Top Ply: 'AC ® 1707 Top Ply Faste er/Bonding Material: Surfacing: " MIAMI-MIAMI-DADE COUNTY EmsPRODUCT 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)3I5-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamida y onom GAF .. 1361. Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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:: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks 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 renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. MADECOUNTY NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 1 of 29 ROOFING SYSTEM APPROVAL Categorv: Roofing Sub-Cateaorv: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Suedfication Description Matrix` 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof GAFGLAS® #75 39.37" ASTM D4601 systems. Type II asphalt impregnated and coated Base Sheet (I meter) Wide glass mat base sheet, GAFGLAS #80 Ultima` 39.37" ASTM D460 Type II asphalt impregnated and coated, Base Sheet (I meter) Wide fiberglass base sheet. GAFGLAS FlexPly'" 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt GAFGLAS* Ply 4 (1 meter) Wide 39.37" ASTM D2178 with asphalt coating. Type IV asphalt impregnated glass felt GAFGLAS® Mineral (I meter) Wide 39.37" ASTM D3909 with asphalt coating. Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCapTm 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote"" GAFGLAS Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator Perforated (I meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory GAFGLAS Stratavene 39.37" ASTM D4897 perforations. A nailable, fiberglass base sheet coated on Eliminator` Perforated (I meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet Ruberoid® SBS 39.37" ASTM D6164 embedded in asphaltic coating. Non -woven polyester mat coated with Heat -Weld" Smooth (i meter) Wide polymer -modified asphalt and smooth Ruberoie SBS 39.37" ASTM 136164 surfaced. Non -woven polyester mat coated with Heat -Weld'" Granule (1 meter) Wide polymer -modified asphalt and surfaced RoofMatcr 107 sq. ft. ASTM D6164 with mineral granules. Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and Ruberoide' SBS 39.37" ASTM D6164 surfaced with colored mineral granules. Non -woven polyester mat coated with fire Heat -Weld" 170 FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 13.0424.14 M1awiraa 0 Expiration Date: 11/06/14 ltlau � � Approval Date: 10/31/13 Page 2 of 29 Test Product Product Dimensions Smi€ication Description Ruberoid® SBS Heat 39.37" ASTM D6164 Non -woven polyester mat coated with -Weld' Plus (1 meter) Wide polymer -modified asphalt and surfaced Ruberoid® SBS 39.37' ASTM D6164 with mineral granules. Non -woven polyester mat coated with fire Heat -Weld- Plus FR (I meter) Wide retardant polymer -modified asphalt and Ruberoie EnergyCap- 3937" ASTM D6164 surfaced with mineral granules. Non -woven polyester mat coated with fire SBS Heat -Weld` Plus FR (I meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules and with Ruberoid' SBS 39.37" ASTM D6163 factory applied EnergyCote. Non -woven polyester mat coated with Heat -Weld"` 25 (1 meter) Wide polymer -modified asphalt and smooth Ruberoid Mop Granule 39.37" ASTM 136164 surfaced. Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced Ruberoid® Mop Smooth 39.37" ASTM D6164 with mineral granules. Non -woven polyester mat coated with (I meter) Wide polymer -modified asphalt and smooth Ruberoid® Mop Plus 39.37" ASTM D6164 surfaced. Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced Ruberoid Mop 170FR 39.37' ASTM D6164 with mineral granules. Non -woven polyester mat coated with fire (1 meter) Wide retardant polymer modified asphalt and Ruberoid' Mop FR 39.37" ASTM D6164 surfaced with mineral granules. Non -woven polyester mat coated with fire (l meter) Wide retardant polymer -modified asphalt and Ruberoid® Torch Smooth 39.37' ASTM D6222 surfaced with mineral granules. Non -woven polyester mat coated with (1 meter) Wide APP modified asphalt and smooth Ruberoid® Torch Granule 39.37' ASTM D6222 surfaced. Non -woven polyester mat coated with (I meter) Wide APP modified asphalt and Ruberoie EnergyCapn 39.37" ASTM D6222 surfaced with mineral granules APP modified cap membrane with a torch Torch Granule FR (i meter) Wide grade bottom surface and a mineral granular top surface coated with factory Ruberoie EnergyCap' 39.37' ASTM D6222 applied EnergyCote . APP modified cap membrane with a torch Torch Granule Plus FR (I meter) Wide grade bottom surface and a mineral granular top surface coated with factory RoofMatch"N 107 sq. ft. ASTM D6222 applied EnergyCote7. Non -woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer -modified asphalt and Ruberoid Torch FR 1 meter ASTM D6222 surfaced with colored mineral granules. Non -woven polyester mat, coated with fire (39.37") Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-0424.14 MAMIODADECO MM Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 3 of 29 NOA No.: 13-0424.14 �Fp®ourrrY— 1 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 4 of 29 Test Product Product Dimensions SDecification Description Ruberoid®20 I meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37") Wide with a glass fiber mat. Ruberoie30 I meter ASTM D6163 Non -woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced Ruberoid' 30 FR 1 meter ASTM D6163 with mineral granules. Non -woven fiberglass mat coated with fire (39.37") Wide retardant, polymer -modified asphalt and Ruberoid O EnergyCap' 30 1 meter ASTM D6163 surfaced with mineral granules. Non -woven fiberglass mat coated with fire FR SBS Membrane (39.37") Wide retardant, polymer -modified asphalt and surfaced with mineral granules and with Ruberoid Dual FR 39.37" (1 meter) ASTM 136162 factory applied EnergyCote. Non -woven polyester and fiberglass mat Wide coated with file retardant, polymer - modified asphalt and surfaced with Topcoat' Elastomeric 1, 5 or 55 gallons ASTM D6083 mineral granules. An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect Topcoat MB Plus 5 or 55 gallons Proprietary various types of roofing surfaces. Water based, low VOC primer used to Topcoat® block asphalt bleed -through. 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase FireOut' Fire Barrier 5, 55 gallons Proprietary a roofs reflectivity. Low VOC, water-based fire barrier Coating coating. VersaShiele 42" x 100' rolls ASTM D226 Non -Asphaltic, fire resistant fiberglass - Fire -Resistant Roof Deck based underlayment. Protection NOA No.: 13-0424.14 �Fp®ourrrY— 1 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuarr Polyiso Insulation EnergyGuarr RA Polyiso Insulation EnergyGuarC RN Polyiso Insulation EnergyGuare Perlite Recover Board EnergyGuarr Perlite Roof insulation EnergyGuarC RA Composite Polyiso Insulation - Structodeko High Density Fiber Board Securock® Gypsum -Fiber Roof Board Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard,Inc. United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTm #12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill -Tec"" #14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete decks. 3. Drill -Tec"" XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill -Tec' AccuTracP Flat AZ -SS aluminized steel 3" x 3" GAF Plate plate for use with Drill - Tec"` #12 Fastener, Drill - Tee T. #14 Fastener and Drill -Teem #15 Fastener. S. Drill -Tec'" ASAP 3S Drill-TecT" #12 fastener Various GAF with Drill -Tec'" 3" Standard Steel Plate. 6. Drill -Tec" AccuTrac® Galvalume Steel plate for 3" x 3" GAF Recessed Plate use with Drill -Teem fasteners. 7. Drill -Tec' 3" Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill -Tec'.. fasteners. 8. Drill -Teem 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill -Teem fasteners. AFRROYEa NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 5 of 29 r EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories 111306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM 132178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCONInc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 06850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 034140.04.11-2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-4 ASTM D4601 04/25/11 634140.04.11-5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10 -3-R1 ASTM D3909 11/26/12 PRI Construction Technologies LLC. ASTM D2178 GAF -314-02-01 08/23/11 ASTM D2178 GAF -315-02-01 08/23/11 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -084-02-01 07/08/05 ASTM D6083 GAF -245-02-01 06/10/10 ASTM D6083 GAF -084-02-01 07/08/05 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06/05/09 C DADECOUNiY NOA No.: I3-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 6 of 29 Membrane Type: AFP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: 19/3211 or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut'" Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection or Securocko Gypsum -Fiber Roof Board. Base sheet: GAFGLAS" 480 Ultima'm Base Sheet, GAFGLASQD Stratavento Eliminator Nailable Venting Base Sheet, Ruberoids' Mop Smooth, Ruberoido 20, Ruberoid SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld' 25 mechanically fastened to deck as described below; Fastening Options: GAFGLAS'0 Ply 4, GAFGLASO FlexPly"` 6, GAFGLAS0 #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —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 -Tec'" #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec'" XHD Fastener and Drill -Tec"' 3" Steel Plate, Drill - Tec"' AccuTrac" FIat Plate or Drill -Tec'" AccuTra6o Recessed Plate installed 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 Limitation #7) GAFGLAS" FlexPly'� 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" Iap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52. S psf, See General Limitation #7) GAFGLAS" #80 UltimaT" Base Sheets, Ruberoid' 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill-Tecr' #12 Fastener, Drill-Tec'm #14 Fastener or Drill -Tec' XHD Fastener and Drill-Tec"m 3" Steel Plate, Drill -Tec" AccuTrac" Flat Plate or Drill -Tec'. AccuTrac2 Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424.14 MIAMI EtAUNW Expiration Date: 11/06/14 � Approval Date: 10/31/13 Page 27 of 29 Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec"m insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec T. #12 Fastener, Drill -Tec"" 414 Fastener or Drill -Tec'" XHD Fastener and Drill -Tec" 3" Steel Plate, Drill -Tec'" AccuTrace Flat Plate or Drill -Tec'" AccuTrae Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over Ruberoido Mop Smooth, Ruberoido 20, Ruberoid SBS Heat -Weld' Smooth or Ruberoido SBS Heat -Weld' 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® FlexPly - 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoido Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid' Torch Smooth, Ruberoid® Torch Granule, RoofMatch*' APP Modified Granular, Ruberoid® EnergyCap'.. Torch Granule FR, Ruberoid' EnergyCap� Torch Plus FR, or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat -Weld` Plus, Ruberoid® SBS Heat - Weld Plus FR, Ruberoid`a SBS Heat -Weld'" 170 FR, Ruberoid EnergyCap7 SBS Heat -Weld'" Plus FR, Ruberoido SBS Heat -Weld`" Granule, Ruberoido SBS Heat -Weld'" Smooth and Ruberoid SBS Heat -Weld" 25 applied according to manufacturer's application instructions. 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. GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLASo EnergyCapU' BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat Elastomeric Roofing Membrane, Topcoat' MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied at I to 1.5 gal./sq. Maximum Design Pressure: APPROVED See Fastening Above NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 28 of 29 V WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly T' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecko Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq., 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 side lap 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 lbf. 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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.) S. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein she have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE APPROVED NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 TGFU.R1306 - Roofing Systems Page 3 of 3: . safe Shwb — One or more plies Type 62 "GAFGLAS@ #75 Base Sheet" or "Tri -Pty@ #75 Base Sheet" or Type G3 "GAFGilAS@ Mtneral... .:..: `. Surfaced Cap Sheet* or "Tri -Ply@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type 61, hot mopped in place. Ntembranel — One ply "Ruberoid@ Torch Smooth" er "Ruberoide Mop Smooth" or "Ruberoid@ Mop Smoo Smooth Plus" or "Ruberotdo oval Smooth:' th 1.5" or °Ruberoid@ Mop Membrane: — One ply "Ruberoid@ Mop FR" or "Ruberold@ SnergyCap'" Mop FR." 55. Deck. NC Incilnet 1 insulatian (Opt oaai'- safe=peoplyiessocTyyaPnevGre2teGwAoFoGdLAfSbpereriitelfibned. #75 Base SheeY', ar "Crt-PIY� #75 Bass Sheet", mechanicalEy fastened. ' ^One or mare plies "Ruberoldp 20" or "Rubaroldt8� 2v HT" or •Ruberoid@ Dual Smootfit" hat mopped in place. embran •• One ply "Ruberoid® SBS Heat Wald Plus FR" or "Ruberold@ SBS HeaC Weld 170 FR" heat welded In place. 56. Deck; C-15/32 incline: 1/2 — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® *75 Base Sheet" mechanically fastened. embrane: — One ply "Ruberold@ SBS Heat Weld Plus FR" or "Ruberoida SBS Heat Weld 17D FR" heat welded In place. hq,//database.ul.00nVegi-bk XYV/template/LISEXT/1FRAME/showpage.html?name=T... 8/28/2012