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RF-15-2799 qm "'o Miami Shores Village ' l 10050 N.E.2nd Avenue NW �� Miami Shores,FL 33138-0000 , \ Ao Phone: (305)795 2204 , r Expiration: 05/18/2016 Project Address Parcel Number Applicant 189 NW 97 Street 1131010260160 JESSY VINAGRE Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell a JESSY VINAGRE 701 88 Street 3051467-1494 SURFSIDE FL 33154- 701 88 Street SURFSIDE FL 33154- Contractor(s) Phone Cell Phone Valuation: $ 4,500.00 GLOBAL CROSSING CONTRACTOR C (954)501-2101 ... . ., ,.�.. Total Sq Feet: 1600 Type of Work:Re Roof Available Inspections: Additional Info: FLAT RE ROOFING Inspection Type: Classification:Residential Scanning:3 Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-11-15-57646 CCF $3.00 DBPR Fee $4.13 11/20/2015 Cash $800.26 $0.00 DCA Fee $4.13 Bond#:2906 Education Surcharge $1.00 Permit Fee-New Roof $275.00 Scanning'Fee $9.00 Technology'.Fee $4.00 Total:. $800.26 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 fdrELECTRICAL,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 constructionand zoning. Futhermore,I authorize the above-named contractor to do the work stated. November 20, 2015 Authorized Signature:Owner / Applicant / Contractor / A ent Date ' Building Department Copy November 20,2015 1 V j � Miami Shores Village _ BuildingDepartment t p NOV 0 2 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 , Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20, BUILDING Master Permit No. 'kf PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP / 4 CONTRACTOR DRAWINGS JOB ADDRESS: ! _ / 42 d /Y' ! 4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building HistoricallyDesignated:Yes NO , Occupancy TypeP �+ oad: Construction Type: r1oodlone:<j ` BF E: FFE:�/ OWNER:Name(Fee Simple Titleholder): Phone#: Address: ]�j Q i — L� City: State: t�'� Zip:�Z5�- . Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 4�f,"-I AA e Address: City: �)e-,,Z/t/7-r; W �, _State: .C��1'- Zip: 07 3 Qualifier Name: /a =ZY-/zy fit- Phone#: State Certification or Registration#: f / 7�� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$� �l ? ®U Square/Linear Footage of Work: I f{; . Type of Work ' d�ti F� `dilfption ❑ New ;❑liep4�r/ ac�f ] Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ct:�(-)O TOTAL FEE NOW DUE$ t Q--Z (Revised02/24/2014) ] 4 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . Signature r AGENT ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was ac owledged before me this day of_oc-46W 120 by �4, day of 0 eJo'j�--r 120 l , by who is personally known to I—V -S �l ,who is personally known to me or who has produced %6Q \G4,,, A V4aNs me or who has produced Was identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: JUt�T=CARI�OS SAt+1DIN0 JU �RL03 SAWDINO SCP N SI SION*2E,166 6 6 ICY COMMISSION SEE 165768 EXPIRES MARCH 21,2016 Sign: Sign: �---� Print: L�� -}►�y�cor.7r Print: 1 UAO Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ;PR-MORA, LUIS E; Doing Business As: GLOBAL CROSSING CONTRACTOR C... Page I of I 4:07:24 PM 7116/2015 Licensee Details Licensee Information fig Name: MORA, LUIS E (Primary Name) GLOBAL CROSSING CONTRACTOR CORP (DBA Name) Main Address: 8180 NW 40TH ST CORAL SPRINGS Florida 33065 County: BROWARD License Mailing: License Location: License Information License Type: Certified Roofing.Contractor Rank: Cert Roofing License Number: CCC1329961 Status: Current,Active Licensure Date: 05/15/2012 Expires: 08/31/2016 Special Qualifications Qualification Effective Construction Business 05/15/2012 Alternate Names View Related License Information View License Complaint 1940 North Monroe Street,Tallahas eg FL 32399 :: Email: Customer Contact Center ;: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida Privacy Statement Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.IF you have any questions,please contact 850.487.1395, *Pursuant to Section 455.275(1),Florida Statutes;effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.Please see our Chapter 455 page to determine if you are affected by this change. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2QA4 THROUGH SEPTEMBER 3o,2015 DBA:GLOBAL CROSSING CONTRACTOR CORP Receipt#:ROOF ROOFING/SHEET METAL CONTRACTOR Business Name: Business Type: (ROOFING CONTRACTOR) Owner Name:LUIS EDUARDO MORA Business Opened:05/16/2012 Business Location: 6574 N STATE RD 7 #347 State/County/Cert/Reg:0001329961 COCONUT CREEK Exemption Code: Business Phone: 954-805-0535 Rooms Seats Employees Machines Professionals 3 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 4.05 0.00 0.00 31.05 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LUIS EDUARDO MORA Receipt #04B-14-00000891 6574 N STATE RD 7 STE 347 Paid 11/06/2014 31.05 COCONUT CREEK, FL 33073 2014 - 2015 Rprwa Rn rr)l INTY I f1CAl RIVRINPRR TAX RF'CFIPT _ _ S ♦5N�� Miami shores V Y Illa e 9 ' rn Building Department artm ent �OR7 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 and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ CONTENTS. THIS NOTICE AND UNDERSTAND ITS Signature: State of Florida County of Miami-Dade The foregoing was acknowledge before me this 0-1 day of f P 20 By �1 d;77 %� who is personally known to me or has produced ` as identification. Notary: L� SEAL: JUAN-CARLOS SANDINO W COMMISSION#EE 165768 EXPIRES MARCH 21,2016 September 29, 2015 State of florida County of Dade Before this day appeared Luis E. Mora who, being duly sworn, deposes and say That he will be only person working on the project Located at 189 NW 97th. Ave. Miami Shores, Fl. Sworn to and subscribed before me this 29th. Day of October 2015, by Personally know. .... Name of Notary JUJII"ICARi.OS SANDINO MY COMMISSM SIE 166768 EXPIRES MARCH 21,2016 1 u D "' ""'M Miami S ' tee Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 CONTRACTORS' REGISTRATION Fax: (305) 756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. V/ COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Lx BUSINESS ADDRESS: ��/ � G —� S A E� BUSINESS PHONE: )_ dl />/ FAX NUMBER CELLPHONE ( QUALIFIER'S NAME: z�/ QUALIFIER'S LIC NUMBER:_r'1.6 r Yr l t�URES V11age.�,,,� � xf iamihores Orr : C Building D epartment 10050 N.E.2nd Avenue �LORIDp' lt�t t 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: s�_ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the r of o �. fl cm I npf W building because: No Q ULU- 5J o The just valuation for the structure for purpose of ad valorem taxation is less than $300, 0, M1t00. leas atta h Orodt fad valorem taxation. z W o The building was constructed in compliance with the provisions of the Florida BuildingC FB or it t e Wro ( ) � 6 Dns of 1994 edition of the South Florida Building Code (1994 SFBC) z o z Li _ - 1,1 ASA Signature Pc a � LJ Print Name �. c n _ State of Florida - County of Dade .. ... . . . . .. The undersigned, being the first duly sworn,•depog.es and $a;s ITER he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 0:0 7 ••• • day of QC- Obi JU 109-CARLOS SANDINO • W c CPAMISSION OEE 1867ft ••• •• 'EXPIRES MARCH 21,2016 Notary Public, Sate of Florida at Large • •• •• � JUANCARLOS SANDINO My N#EE 1657F FXPIRFS MARCH 21,201f • When the just valuation of the structure for purpose o?gVval3rem talaton I e"Ito(:moreZhan$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a 0nerals on raptor for the*Roof to•Wall connection Hurricane Mitigation. Revised on 512112009 StiOREs+ shores;NQ 1932 Miami Village �- umM Building Department 10050 N.E.2nd Avenue OR o Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:-I"„ - Property Address: j U Roofing Permit Number: Dear Building Official I certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. SlgnaFure Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this •♦• e 41 r � ,Qf'♦ i� ,,r 20 l • •" ••• '.JUA*CARL46 SAN- •• "+• •• + •• MY COMMISSION#EE 4-to Notary Public, Sate of Florida at Large c; 4 d � ,��c3 FXPIRES MARCH 21, 2616 OS SANDING SEAL .�vAI+�-O�LOS tAtIDwO : ' :♦ :. I7L ) MY OO MMSSION SEE 165788 v1 iS LON NEE E I NO EXPIRES MARCH 21,2016 S MARCH 657 •�• ••• 016 FINAL COMPLIANCE Revised on 5/21/2009 • • + •+• • + • �S�OR�s Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 O @R Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: .2 — 11— ,13 INSPECTION AFFIDAVIT Z> . licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about , I did personally inspect the roof deck nailing (Date&time) work at/?/J /"/'y (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Igna ure State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property .. ... . . . . . .. mentioned. • . . . . . . . . . . . . . . . ..- Sworn to and subscribed before me this day of QlJd t✓✓ Nota Public Sat ••• '• . �R Sate of Florida N Notary at L r -�4RLb6 SA �� NDINO EXPIRES MARCH 21,201C) `General,Building,Residential,or Roofing Contractors olany tdi�cljl ce i d unDer 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for Zech inspectioh ••• • • aoa�oa�„!7Pol119M A 1f M1 MfN10 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 1 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 1 1 Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form 1 INSTRUCTION PAGE 1 1 1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 1 APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: 1 Roof System Required Sections of the Attachments Required 1 Permit Application Form See List Below 1 Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 1 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 Metal Roofs A,B,D 1,2,3,4,5,6,7 1 Wood Shingles and Shakes A,B,D 1 1,2,4,5,6,7 1 Other As Applicable 1,2,3,4,5,6,7 1 1 ATTACHMENTS REQUIRED: 1 1 1. Fire Directory Listing Page 1 2. From Product Approval: 1 Front Page 1 Specific System Description 1 Specific System Limitations General Limitations 1 Applicable Detail Drawings 1 1 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 1 4. Other Component of Product Approval 1 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 7. Any Required Roof Testing/Calculation Documentation .00 . . . . . . . . . .. . . . . ... . . ... ... . ... ... ... . . . . ... . . ... 15.36 0 0•••0 0 0 ••40RIDA BUILDING CODE—BUILDING,5th EDITION(2014) 11,1111,11H.,1111011011:111111M I ( I Copyrights otticense*by,ICC(AMRI01FITS ReSERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 i Section A(General Information) 1 i Master Permit No. Process No. 1 Contractor's Name � � � �jJ�` rpt i 1 Job Address 1 ROOF CATEGORY i Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles i ❑ Asphaltic Shingles ❑ A nel/S ' les ❑ Wood Shingles/Shakes i 1 Prescri UR-RAS ,W—' i RO_ E 1 ❑ New roof ❑ Repair Maintenance Iq Reroofing ❑ Recovering i �y ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) ��` Steep Sloped Roof AREA(SSF) Total(SF) 11,170 i > 1 1 Section B (Roof Plan) i Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 3 i 1 1 1 1 i i 1 i � 1 1 1 AL 1 6 • / i k i �JSJ/r FLORIDA BUILDING CODE—BUILDING 5tFjF910+4(2P14)0 ••• 15.37 Y I 1 1 1 Copyright to#or 16censed1by,10C(AX9MGMTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. 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,identi as"NA") ,-7--7 System Manufacturer _ Field: "oc @ Lap,#Rows @ ® "oc NOA No.:_ Perimeter: "oc @ Lap,#Rows @ "oc Design Wind Pra^^ures,From RAS 128 or Calculations: o�� Corner: "oc @Lap,#Rows„�@ "oc Pmax1: ! r Pmax2: 740 Pmax3: Vy Number of Fasteners Per Insulation Max.Design Pressure, From the Specific NOA Board System: Field: Perimeter Corner Deck: Type: Y GaugefThickness: �� rF Illustrate Components Noted and Details as Applicable: Slope: j 9: 12- Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.ofPly(s):� � 7 ' Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchase Sheeasiener/Bondin M I: Indicate: Mean Roof Height, Parapet Height, Y-17/Z AVA ��of Height of Base Flashing, Component Material, --� Material Thickness, Fastener Type, Fastener Insulation Base Layer: A//_4 Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base insulation Size and Thickness: Base Insulation Fastener/Bonding Materiak 107 JIV Top Insulation Layer: �� e �� E�C��,� FT. ,,a Parapet Top insulation Size and Thickness: /+o I t!�X.!3. du e,4A i' Height Top Insulation Fastener/Bonding Material 9 If Base Sheet(s)&No,of Ply(s):_ Mld FT. Base Sheet Fastener/Bonding Material: � Mean 111A Roof Height Ply Sheet(s)&No.of Ply(s): Al® Ply Sheet Fastener/Bonding Material: / Top Ply• ww000 Top Ply Fastener/Bonding Material: • : '.; • • : ." Surfacing: A11� • •.. ••• .•. ••• 4 ' MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTIO' 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 NOTICE OF ACCEPTANCE NOA www.miamidade.eov/economv 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 Ruberoidg�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 Count),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. 13-0424.14 and consists 0f pagfi 1•tli-oiaAl 2,9.; ••• The submitted documentation was reviewed by Jorge L.Acebo.�@0 •• �® ' . ; •.• ; PMA•I .T.: 14-0611.01 MIA M-ADE COUNTY ••i �• • • ;•Expiration 3)ate: 11/06/15 "• ' Ap4oval.7ate: 11/06/14 Page 1 of 29 ROOFING SYSTEM APPROVAL Cate2ory: Roofing Sub-Category: Modified Bitumen Material:: APP/SBS Decd Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix" 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37' ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS 480 Ultima"' 39.37' ASTM D4601 Type II asphalt impregnated and coated, Base Sheet (1 meter)Wide fiberglass base sheet, GAFGLASA'FlexPly"6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (I rneter)Wide with asphalt coating. GAFGLAS'Ply 4 39.37' ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS Mineral 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet Surfaced Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS'EnergyCap— 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'N GAFGLAS®Stratavent' 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator—Perforated (1 meter) Wide with asphalt.Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS'Stratavento 39.37' ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator m Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Smooth (I meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld" Granule (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch"' 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) ••SBv,pojyiper-modified,asphalt and •• surface>g•jit colored iribtral granules. Ruberoid®SBS 39.37' ASTM D6164••Nod*0wbv$n bo1*ye�9e*mat coated with fire Heat-Weldd" 170 FR (1 meter)Wide retardant pol)hne;Acl fled asphalt and surfaced with mineral granules. • . • . •LVDA Wv.: 14-0611.01 M[AME•DADEC�u • • ' •• F.,pifatiot:Date: 11/06/15 ' . ApU*rbva;9ate: 11/06/14 • Page 2 of 29 Test Product Product Dimensions Specification Description Ruberoid SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld's Plus (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid EnergyCap- 39.37" ASTM D6164 Non-woven polyester mat coated with fire SBS Heat-Weld'"Plus FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld TM 25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid'Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid'Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (I meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid EnergyCap39.37" ASTM.D6222 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 applied EnergyCote'" Ruberoid EnergyCap" 39.37" ASTM D6222 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 applied EnergyCote'1. RoofMatch'�` 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) AMpalInr•modifred 4Vhalt and ••• sur#'etegavijh Colo�ad g;ineral granules. Ruberoid'Torch FR I meter ASTM D6227 Ifa;_w*Q ori poly:st;r mat,coated with fire (39.37")Wide retardant asphalt modifed bitumen ••� .:inemWpe with granule surface. '.. .' • 'NOX."o.: 14-0611.01 MIAMI•DADEC TY • • ' ; • • Fxpli atio�j Date: 11/06/15 ••• ' • AafovjVate: 11/06/14 Page 3 of 29 Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid''30 l meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR I meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37") Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid�EnergyCap'-30 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire FR SBS Membrane (39.37") Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat®Elastomeric 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat'MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed-through. Topcoat 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut-Fire Barrier 5,55 gallons Proprietary Low VOC,water-based fire barrier Coating coating. VersaShield® 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection • • . • VOA•'No.:14-0611.01 MIAMI•DAD6 COUNSY •• • • •• • Expi ratio¢Date: 11/06/15 • A41'ovjdDate: 11/06/14 Page 4 of 29 ••• • 00 :• •• . • . . • • APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard—Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuarr RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard—Perlite Recover Board Perlite recover board GAF EnergyGuarr Perlite Roof Insulation Perlite roof board GAF EnergyGuardT RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite StructodeV High Density Fiber Board High density wood fiber Blue Ridge FiberBoard, Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I. Drill-Tec412 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-TecT`414 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-TecT`XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Teel AccuTraco Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tee T.#12 Fastener,Drill- Tee"'414 Fastener and Drill-TecT'#15 Fastener. 5. Drill-Tec' ASAP 3S Drill-TecT`#12 fastener Various GAF with Drill-TecT•3" Standard Steel Plate. 6. Drill-TecT"`AccuTraco Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec'" fasteners. 7. Drill-TecT"3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec T'fasteners. 8. Drill-TecT•3" Standard Round galvalume pl%tadr """ GAF Steel Plate steel stress platewitl-t : ••; • • : : "•• reinforced ribs for use,�yith� :• • Drill-Tec fasteners. ". ""• ••• 0 Goo•• •�• 'a'POA�No.: 14-0611.01 KAM!•DADB COUNTY 00: •. ' : • • Exp§-atioj Date: 11/06/15 • • :• A*tovj4)ate: 11/06/14 Page 5 of 29 • • • ""• • " EVIDENCE SUBMITTED: Test Azency 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 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD I A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 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 D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 G34140.04.11-2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-4 ASTM.D4601 04/25/11 G34140.04.11-5 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 ,•' ••• AX04C�A 06/05/09 •• ••f Y • : . •s• •• 00 •s• si ••• • : •• 00 0 too ',� • .• • ;1M014 No.:14-0611.01 MIAMI•DAD,COUNTY ••i �• • •• • #Exp:radgjt Date: 11/06/15 • AljlhovjPDate: 11/06/14 Page 6 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutT"Fire Barrier Coating,VersaShield"Fire-Resistant Roof Deck (optional) Protection or SecurocV Gypsum-Fiber Roof Board. Base sheet: GAFGLASO#80 Ultima Tr`Base Sheet,GAFGLAS Stratavento Eliminator"" Naiiable Venting Base Sheet,Ruberoid 20,kuberoidg'SBS Heat-Weld"'Smooth or Ruberoid®SBS Heat-Weld T'25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS®Ply 4, GAFGLAS®F1exPlyT"6,GAFGLAS'#75 Base Sheet or any Options: 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'FlexPlyT"6,GAFGLAS#75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"#12 Fastener, Drill-Tec"" #14 Fastener or Drill-TecTII XHD Fastener and Drill-Tec""3" Steel Plate,Drill- TecT"AccuTrac''Flat Plate or Drill-Tec-'AccuTraco 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 'FlexPlyr"6,GAFGLAS 475 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf. See General Limitation#7) GAFGLAS''#80 Ultima""Base Sheet, Ruberoid020,RuberoidoMopSmooth, 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) GAFGLASg#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 Drilt-Tec"'3"Steel Plate,Drill-Tec""AccuTraco Flat Plate or Drill-Tec"" AccuTraco 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. inane field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) ••• ••• • • Any of above base sheets attached todeck ard'�e�ti anniuIr 4ng9,l'ank nails and 3"inverted Drill-Tecinsulation phj�q a a*. sfertrip&ci4Nof%' o.c. at the 4" lap staggered in two rows 9"in the field. " ++• (Maximum Design Pressure—60 psf.See General Limitation#7) +• MIAMI•DADEC N Y •+: ;• • •• % •Expo a�j1 Date. 11106/15 ' ' • • A$ArojtDate: 11/06/34 Page 25 of 29 • Fastening GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-TecT #12 Fastener,Drill-TecT"#14 Fastener or DriII-Tec'"XHD Fastener (Continued) and Drill-Tec TT'3"Steel Plate,Drill-Tec—AccuTraco Flat Plate or Drill-Tec— AccuTracg 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)One or more plies GAFGLAS®Ply 4,GAFGLAS"FlexPly'"6, GAFGLAS'#80 Ultima Base Sheet,Ruberoid®Mop Smooth or Ruberoido 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid Mop Smooth,Ruberoid° Mop 170 FR,Ruberoid® Mop Granule,RoofMatch"' SBS Modified Granular,Ruberoid Mop Plus Granule, Ruberoid®20,Ruberoid 30,Ruberoid EnergyCap'30 FR SBS Membrane, Ruberoid 30 FR or Ruberoid Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid Mop Smooth,Ruberoid Mop Granule, Roofl\4atchTM SBS Modified Granular, Ruberoid'Mop 170 FR,Ruberoid Mop Plus Granule,Ruberoid 20,Ruberoid'30,Ruberoid"'EnergyCap"30 FR SBS Membrane,Ruberoid®30 FR or Ruberoid®Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gal./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 stag 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 GAFGLAS'EnergyCapT"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 l to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . .. . . . . ... . .. ... .. • . . .. . ... ... ... ... ... •• • • • • NOA No.: 14-0611.01 MIA�MI•DADE COUNTY •• ••• •• •• •• Expiration Date: 11/06/15 �� ''' + ► Approval Date: 11/06/14 ••• • • • • ••• • • Page 26 of 29 • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS� Ply 4 and GAFGLAS"' F1exPly "" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck" Roof Board or ''/2" Type X gypsum. board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. 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 S" 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 anchorlbase 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS I 1 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters, and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e, perimeters, extended corners and corners). (When this liptitattd j i1sl1egJ11jaljy retelted within this NOA, General Limitation#7 will not be applicable%. '• • .. . . . . ... . 10. All products listed hareiti dalf l &A ayuaVy assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. • ••. ]&;BPF TUIS-ACCEPTANCE •• :. : . :. :. :• NOA No.: 14-0611.01 CMIAM['DADE� Expiration Date: 11/06/15 Approval Date: 11/06/14 ... • . . . ..• • . Page 29 of 29 TGFU.R]306-Roofing Systems Page ] of 3 SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) Unless otherwise indicated phenolic insulation may be used in any of the following Systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating"may be used on any of the following Classifications with inclines not exceeding /2-in. "GAF Weater Coat Emulsion"may be used on any of the following noncombustible Classifications with inclines not exceeding Mi-In. "Ruberoid@ Modified Bitumen Adhesive"or Monsey Corp."MBA Gold"or Karnak"No.81"adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Classifications. "GAFGLAS@#80 Premium Base Sheet"may be used in any of the following systems. (Optional)Noncombustible deck classifications are applicable for use over combustible(15/32 in.minimum plywood)decks when 1/2-in,(minimum) gypsum board or 1/4-in.(minimum)Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuard-Roofboard"are used directly over the deck with all joins staggered 6-in.(minimum)from plywood joints. A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@"type insulation. "GAFGLAS@ Perlite"may be used as an option over any"EnergyGuard'""type insulation."GAFGLAS@ Stratavent Perforated Base Sheet"may be utilized as an additional ply in any of the following systems. The following membranes may be used interchangeably within their own group: A."Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or"Ruberoid#Torch Granule 1"or"Ruberoid@ Torch 180"or "ROOFMatch"APP Modified Granular"or"Tri-Ply@ TP-4G". B."Ruberoid@ Mop Smooth"or"Ruberoid@ SBS Heat Weld Smooth"or"Ruberoid@ 601 Cap Plus"or"Ruberoid@ 30." C."Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid(&SBS Heat Weld Granule"or "Ruberoid(&SBS Heat Weld Plus"or"ROOFMatch-SBS Modified Granular"or'Tri-Ply@ SBS Modified Bitumen Membrane". D."Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR" E."Ruberoid(&30 FR"or"Ruberoid@ 30 FR HT"or"Ruberoid(&EnergyCap'"SBS 30 FR" F."Ruberoid(&20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 25." G."Ruberoid@ SBS Heat Weld 170 FR", "Ruberoid@ EnergyCap'"SBS Heat Weld Plus FR"or"Ruberoid(&SBS Heat Weld Plus FR" H."Ruberoid@ Torch Smooth"or"Tri-Ply@ TP-4" I."Ruberoid@ Mop Smooth"or"Ruberoid(D 20"or"Ruberoid@ 20 HT"or"Ruberoid@ Dual Smooth" )."Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5" Unless otherwise indicated,the Modified Bitumen(Granule)membrane may be surfaced with"Fireshield MB"at 21/2 to 3.0-gal/loo-ft2,and the incline of the resultant system would be increased to a 3/4-in,incline.But if the incline of the Classified system is greater than a 3/4-in.incline,the incline of the roofing system would be maintained when Surfaced with"Fireshield MB"at 2%to 3.0-gaf/100-ft2. Unless otherwise indicated"Ruberoid@ EnergyCap'"SBS 30 FR"is an acceptable alternate for"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT"or "Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"in any applicable Classification. Class A-Ballasted •• ••• • • • • • •• 1.peck;C-15/32 i � ••� � � iintlio: 1/4(NC-2) • •• • • • • ••• • Insulation:—Perlite,gloss f104ir 41 fiber,VA.SYx•rt, Membrane:—"Ruberoid@ Torch Granule i"(modified bitumen). Surfacing:—Gravel at 400-lbs/100-ft2,loose laid or concrete blocks,at 10-lbs/ft2 and spaced not more than 1/8-in. • ••• ••• ••• ••• ••• 2,Deck:NC • • • • • • • • • • • InclMe:3• • •• • • of •• •• Insulation(Optionalf.—130rlite,glass fiber or wood fiber,'/4•to 1'/z-in. ••• • • • • ••• • • http://database.ul.com/cgi-bin/XI'WtesnAa*t*&/LI:FX'Z'/LFP:AME/showpage.html?name=TGFU.R 1306&ccnsh... 11/12/2013 • . .. .. . . . • .. ... . . . .•. . . TGFU.R1306-Roofing Systems Page 2 of 3 Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. Membrane:—"Ruberoid@ Torch Granule 1"(modified bitumen), Surfacing:—Gravel. 3.Dec •C-15/32 Incline: 1/4 Insula n(Optional):—Perlite,glass fiber or wood fiber,any thickness. Membra —"Ruberoid@ Torch Granule 1"(modified bitumen). Slip Sheet: 0.004-in,thick polyethylene(not UL Classified). Surfacing:— -in,thick concrete with one layer of No, £0 Summerville Quarry the(or equivalent)grouted in place. 4.Deck:NC Incline:2 Insulation(Optional):— lite,glass fiber or wood fiber,any thickness. Membrane:—"Ruberoid@ To Granule 1"(modified bitumen). Surfacing:—3/4 to 1'/2-in.diame river bottom stone at 1 f or cvnc,ete pavers weighing not less than 10-Ib/1-f:2 and spaced not more than 1/8 in. Class A-Fully Adhered 1.Deck:NC Inc ine: Insulation(Optional):—One or more layers per a or wood fiber or glass fiber or polyisocyanurate or urethane or Perlite/polyisocyanurate composite or perlite/urethan composite or wood fiber/polyisocyanurate composite or phenolic,any thickness, Base Sheet(Optional):—One or more plies Type G or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch@" month or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoide Mop Plus Granu "(granule). Surfacing:—Gravel,400-lbs/100-ft2,loose laid or applied a flood coat of hot roofing asphalt. 2.Deck:NC Incline:1/2 Base Sheet tional):—One or more plies Type G1 or Type G2 Type G3. Membrane:— ne or more plies"Ruberoid®Torch"(Smooth or Gran le)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or ranule)or"Ruberoid@ Mop Plus Granule". Coating:—"Karna o.97"applied at 11/2 to 3-gal./100-ft2, 3. Deck:NC Incline: 1/4 Insulation(Optional):—0 or more layers Perlite,wood fiber,glass fiber,any thi ness. Base Sheet(Optional):—On r more plies Type G1 or Type G2 or Type G3. Membrane:—One or more plies uberoid@ Torch"(Smooth or Granule)or"Ruberoide orch Granule Plus"or"Ruberoid@ Mop Granule" or"Ruberoid@ Mop Plus Granule". Coating:—"Karnak No.97"applied a 1I/x to 3-gal/100-ftz. 4.Deck:C-15/32 Incline: 1/2 Insulation:—One or more layers perlite, glass fi r,poly isocyanurate,urethane,periite/polyis0cy8n to composite,perlite/urethane composite,phenolic,VA-fn.minimum thickness(but 'oints staggered a minimum of 6-in.form plywood eck butt joints). Base Sheet:—One or more plies Type G2 or TyPe G . Ply Sheet(Optional):—One or more plies Type G1. Membrane:—One or more plies"Ruberoid@ Torch"(Sino or Granule)or"Ruberoid@ Torch Granule Plus" "Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Pius Granule." Surfacing:—"Karnak No.97"applied at VA.to 3-gal/100-ft2. 5.Deck:NC Incline: 1/2 Base Sheet(Optional);—One or more plies Type G1 or Type G2 or Type Membrane:—One or more plies"RuberoidO Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus." Surfacing(Optional):wKasrtia�"nb.67"o•"160"applied at 1 to 3 gal/100-ft2 ,Grundy Ind."20 F Emulsion"applied at 3-gal/100-ft2. 6.Deck:C-15/32 • •• • • • • • • • • • • • • • • reline:i/2 n. Insulation:—One or more layers periite,glass fiber,3/4-in.minimum,polyisocyanurate,uretkane,perlite/polyisocyanurate composite, periite/urethane composite,11/¢-in.minimum. Base Sheet(Optional):•-*Me or 111h8it p# hype(!"TfJG2 or Type G3. Membrane:—Onc.or%oryplies"Ru44oid( Torch"(:rriooth•or Granule)or"Ruberoid(D Torch Gra le Plus"or"Ruberoid@ Mop"(Smooth or Gran•le)or"Rubemid@ Mop Plue Graeule."• V4Surfacing:—Grav I4• •• • • •• •• •• . http://d atabase.ul-Com/cgi-lin/)"/t4�ngl'at/LZE)VilF$AME/showpage.htm 1?name=TG FU.R1306&ccnsh... 11/12/20 13 ... . • . ••• . • s TGFU.R1306-Roofing Systems Page 3 of 7.Deck:C-15/32 Incline; 1/2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyisocyanurate composite. Base Sheet:—Two or more plies Type G2 or Type G3, Ply Sheet(Optional);—One or more plies Type Gl. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus Granule," Surfacing:—"Karnak No.97"applied at 11/2 to 3-gal/100-ft2 or gravel. 8.Deck:NC Incline:1/2 Insulation:•--One or more layers perlite,glass fiber,1/4-in.minimum poiyisocyanurate,urethane,perlite/polylsocya n u rate composite, perlite/urethane composite, 11/2 in, minimum. Base Sheet(Optional):—One or more plies Type G3 or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ Torch"(Smooth or Granule)or°Ruberoid®Torch Granule Plus"or"RuberoidGQ Map"(Smooth or Granule)or"Ruberoid®Mop Plus Granule." Surfacing;—Grundy"AL.MB Aluminum Roof Coating"applied at 1 to 2-gal/100-ft2, 9.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—One or more layers perlite,glass fiber,3/4-In,minimum,polyisocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,phenolic,11/2 in.minimum, Base Sheet;—One or more plies Type G2"GAFGLAS@ 975 Base Sheet",or"Tri-Ply@ 975 Base Sheet",hot mopped or mechanically fastened in place. Ply Sheet:—One or more plies Type Gi"GAFGLAS@ Ply 4"or"Tri-Ply®Ply a"or"GAFGLAS@ Ply 6"hot mopped in place, Membrane; "Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCap'"Mop FR." acing(Op conal):—"GAF Fibered Aluminum Coating"applied at 1+/2-ga1/100-ft2 or"GAF Weather Coat Emulsion"applied at 3- 100-ft . 10.Deck:C-15/32 Incline:1/2 Insulation(Optional):—Perlite,fiber glass,polyisocyanurate,urethane or perlite/polyisocyanurate composite, Base Sheet:—One or more layers Type G2"GAFGLAS@ w75 Base Sheet"cr'Tri-Ply@ x75 Base Sheet"or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened. Ply Sheet(Optional):—One or more plies Type G1,hat mopped in place. Membrane;—"Ruberoid(D Mop 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid(&Mop FR"or"Ruberoid@ EnergyCap-Mop FR." • •• • • • • ••• • •• ••• •• • s • •• • •Y• ••• ••• ••• ••• Y00 • • • • • • •• • • •J •• •• •Y• • • • J ••• • • http://database,ul.com/cgi-?Zn/"V)i/tgm;?ai/L:3E)�T/4 FtAME!showpage.html?name=TGFU.R 1306&ccnsh... 11/12/2013 1=�ORE FEORIDp' SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be—re nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 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. 6• Overflow scuppers(wall 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 R4 2, R4403 and R4413. C&IF u �5wner/Ager s Sig Date 4onIraacVignatu Date s . �4 Property Address i� .�-��d Permit Number Revised on 7/9/2009 LD;07/01/2015; • •• • • • • ••• • 0 ••• •• • • • •J • •t• ••• • ••• ••• 00 :•• • • • • • • • • t•• • • • • • • •• 00 0 4 0 00 A•