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RF-18-2147`yttOR yS y'! Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �ORLOp' Issue Date: 8/23/2018 Permit NO. RF-8-18-2147 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 02119/2019 Project Address Parcel Number Applicant 68 NE 91 Street 1131010200020 Miami Shores, FL 33138- Block: Lot: ROBERT IRWIN FLOYD GONZAI Owner Information Address Phone Cell ROBERT IRWIN FLOYD GONZALES 68 NE 91 Street (305)492-9763 MIAMI SHORES FL 33138-2808 68 NE 91 Street MIAMI SHORES FL 33138-2808 Contractor(s) Phone Cell Phone VIZCAYA ESTATES DEVELOPMENT II (786)290-0135 ype of Work: Re Roof dditional Info: RE -ROOF METAL / FLAT lassification: Residential canning: 3 Fees Due Amount CCF $11.40 DBPR Fee $4.88 DCA Fee $3.25 Education Surcharge $3.80 P&Z Review Fee $35.00 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $407.53 Valuation: $ 18,500.00 Total Sq Feet: 3695 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68525 08/13/2018 Cash $ 50.00 $ 357.53 08/23/2018 Credit Card $ 357.53 $ 0.00 mvanaoie inspections: Inspection Type: Up Lift Report Tin Cap Tile In Progress Renailing Affic Review Roof Review Planni Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe d zon}pg. F ty hermore, I authorize the above -named contractor to do the work stated. / (J/_i JJ//l(// C�S-i_c-��l August 23. 2018 Authorized Signature: OwA& / Applicant / Contractor / Agent Building Department Copy August 23, 2018 1 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �� V I> AUG 13 2018 FBC 201� Master Permit No.,StnC 1S-316 Sub Permit No. �f- l a -Zi 4-3 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Folio/Parcel#: I I ^ 3 (O t - () ZO - 00?`0 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): (pOK 2CA Address: to 1�— _ �j e7 Cf. f -S 1- Flood Zone: BFE: NO V FFE: hone#: -30S "Q -7 b j City: UcA, ( Oftzy o- S State: Zip: �31 3 jj Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: �� %'ZCro4 b Phone#: ?dc.�` Z'y �QT Address: �.� ��r ��� VZ\' S'T City: ` `i 'OEM State:, Zip: Qualifier Name: \M Sri kk'S (2:;-6" Phone#: -Ttko" 2010 6 <-&S State Certification or Registration #: GEC'., 00 27j 13 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: Value of Work for this Permit: $ 123, Square/Linear Footage of Work: 'YOC15 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition . Description of Work: Specify color of color thru tilef c� Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ --32 :; • 0z:5 CO/CC $ Radon Fee $ 3 ZS DBPR $ -( • 8 e Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ --� - S3 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 D421,.� OWNER or AGENT The foregoing instrument was acknowledged before me this I day of 20J by is personallyknownto me or who has produced � 1L1 IM / as identification and who did take an oath. NOTARY PUBLIC: Print: ;.ti�Y", "1% MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 Seal: EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters I ll(2, Signature s 0NTRACTOR The foregoing instrument was acknowledged before me this 3 day of 20 41 by r��.t�;4�S �,.� , wh is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: .••..,.:RiASUSAMARUIZ•GONZAIF7 Print: �7EXp18ES. e:UIy 4.2020 Seal: ' t; 1eJ Thru Nutat y PuWJ.underwriters W APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue 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: 12()' B 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: (2 S k -5+ (ASVyy1,\ o f A, g Roofing Permit Number: Dear Building Official: I PpNl*�certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name E MAHARAI K. GONZALEZ COMMISSION # GG 044602XPIRES: November 2, 2020d Thru Notary Public Underwriters 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 2--day of v 2Q1(S Notary Public, Sate of Florida at Lar ` -J6 b11�o �C • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Busines &,i Professional Regulation Ken Lawson, Secretary August 21, 2012 Mr. Nicolas Gomez Vizcaya Estates Development, Inc., 9841 SW 121 Street Miami, Florida 33176 Dear Mr. Gomez: Division of Professions Construction Industry Licensing Board 1940 North Monroe Street Tallahassee, Florida 32399-1039 Phone: 850.487.1395 • Fax 850.617.4457 Rick Scott, Governor Section 489.113(3)(g), Florida Statutes, provides that no general, building or residential contractor certified after 1973 may act or hold himself or herself out as a roofing contractor. According to our records, your original certified contractor's license was issued on August 17, 1972. As such, your license authorizes you to perform any type of roof contracting. Sincerely, Drew F. Winters Executive Director Construction Industry Licensing Board LICENSE EFFICIENTLY. REGULATE FAIRLY. DBA VIZCAYA ROOFING License #: CBC - 002873 T Complete Construction, Roofing and Remodeling Services Serving South Florida Since 1972 Phone: (786) 290-0135; E-mail: nickgomez20@aol.com I Date: State of County of � t>'�:) E_ Before me this day personally appeared N--\\c-0` 4— C-AC)� deposes and says: That he or she will be the only per working on project located at: N v a t -"z>+ C� W11 " - -, � lo � � �' / Contractor sig ature who, being duly sworn, Sworn to (or affirmed) and subscribed before me this_Za_day of J'_.20«5 I:A ,;ny:u •. MARIASUSANARUIZ-GONULEZ .. MY COMMISSION 8 GG 007879 U ro EXPIRES: July 4, 2020 Bonded Thru Notary I•ublk Underwrltere Personally know OR produced identification Type of identification Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Com pensation Insurance Exemptions ^ r� 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 THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade ((�� The foregoing was acknowledge before me this day of IC\ , 20J8 By who is personally nown to me or has produced 1 as identification. Notary `,2oti;: MAHARAI K. GONZALEZ *: *, MY COMMISSION # GG 044602 3 EXPIRES: November 2, 2020 SEAL: �rFOF Fro°' Bonded Th ru Notary Public Underwriters 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 renailed 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 th e e 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 R4402, R4403 and R4413. Owner/Agent's Signature Date C,5 tj:F, CT 1 5 Property Address Revised on 7/9/2009 LD;07/01/2015; 5[%=61p, Contrac r ign ur Date Permit Number ENGLERT STANDARD COLORS AND COATINGS PermaCeler 3500 - Full Strength 70% Kynar 500YKylar 5000'0 SunNet Blue NEW Hartford Green Dark Oroww Mansard Brown Burgundy Matches SwNet R 28.1 • E.9 • SRI 29.7 R 29.1 • E.9 • SRI 31 R 31 • E 9 • SRI 33.4 R 35 • E.9 • SRI 39.2 81PV Laminate .F F Royal Blue Forest Green Matte Black Medium Bronze Colonial Red R28•E.9•SRI 29.6 R28.7•E.89•SRI 30 R28.2•E.9•SRI 29.8 R32.3•E.91•SRI 35.6 R36.8•E.9•SRI 41 ...... ..... --w . . . . . . . Pacific Blue Everglade Moss Charcoal Gray Sierra Tan Deep Rod�_ R 28.5 • E.9 • SRI 30.1 R 32 • E.9 • SRI 34.7 R 30.1 • EA - SRI 32.3 R 35 • E.91 • SRI 39.1 R 42 • E.91 • SRI 48.2 1 Slate Blue Patina Green Slap Gray Sandstone Terra Cott& NEW R 31 • E.91 • SRI 33.9 R 39 • E.91 • SRI 44.3 R 40.3 • EA . SRI 45.6 R 51 • E.9 • SRI 59.8 R 34.8 • E.89 • SRI 37.9 rarataMatallics 20"* Metallic Copper T R 43.8 - E.9 • SRI 50-2 _. , . . z....w.. .... a ....., �,....,. , ..., ....:.,,_... Bone White Hemlock Green Dove Grey Stone White R67•E.9•SRI 81.4 R3928•E92•SRI 304 R28•E.9•SRI 29.6 R62.5•E.9•SRI 75.3 •. Mill Finish Champ Ip R - Denotes Refieclivity 1 R 38.4 • E.91 •SRI 43.5 Emissi E -Denotes Emissivity 1 SRI - Denotes Solar Reflective Index �rrr�♦ Due to the limitations of printing processes, this color chart is not an accurate representation • r �,_ „<... of our actual colon. Galvalutno•PluO Preweathered Galvalume• R 68•E.10•SRI 54.3 R38.4•E.91•SRI /3.5 Colors available of of 3/2009. { 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) f . ►ASA i (AUHigh-Velocity Hurricane Zone Uniform Permit Application FormV_ _ 1 Section A (General Information) 1 1 Master Permit No. Process No. 1 Contractor's Name fi e7L1 I ' I Job Address c 'y 4 % tt �7 1 ROOF CATEGORY 1 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles Metal Panel/Shingles ❑ WoodShingles/ShAso 0 0 0 - • • • •G • ❑ Prescriptive BUR-RAS 150 • • • • . • .� . . ROOF TYPE •••�•• •• • ....r. ❑ New roof ❑ Repair ❑ Maintenance Reroofing ....❑ Reooverirag ROOF SYSTEM INFORMAi ION • • • • • • . • ..I. Low Slope Roof Area (SF)A—/5 Steep Sloped Roof AREA (SSF)x6brotal (SF}� • • • • •b • ...... OL Section B (Roof Plan) :...;. ' • '•r • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers andpytfrfl4w drains, in ciude dimy*A' •I•; sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • . 1 _ 1 ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■�■■ MEN ■■■■■■ON ■■ ;�IEiEN ■■NEON ■■MEN ■■ ■■■■■■ - I11ti� NINE ■EMEMO ■EMEN EE■■■N■■ 'AN, MENEM ONE 0 ■N■■ ' i!!1►�iEl■■■■■■■■■■■■-EEL■t■■N■■ ■■Ili�l■■ NE■EOEON■ENN■ ENEO■N EER1EI■ MEN ■EONONO■■■■ IN .. 0'c-1Et■t'NNON■E■N■■■NNE■E■O■ 1011 InE■E■■iONEErrNNN ■■E■■■ ■ ■■r�■■■■■■■■■■■■■■■ ..._I��Ism �I�I�EI■E■E■r ■EONNNNN■ENE■■■ �IB!NEI■E■ENE■E■O NNE■E■■N OEI[■EO■OMEN■EONONEE■EEEO S-��1C 18-S�b FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by, [CC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun S. 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. 1 1 1 1 1 1 Metal RdorSystem MIAMNDADE a� "Deliveru>; Excellence Every Day" Miami -Dade County CATEGORY " C —1 HVHZ Electronic Roof Permit Form Section D Metal Roof System Roof System Manufacturer: Major's Metal Roofing & Custom Sheet Metal Notice of Acceptance Number: 16-0224.13 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -391 P 2: 68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: F4_1 11/12" Roof Mean Height: 20 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 34 " o/c Perimeters: " o/c Corners: " o/c Number of screws required per clip: Perimeter Width: F ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: 1#1Ox1" Steel Pancake Head Screws Deck Type: —5/8" Plywood — •••• Optional Nailable Substrate: • • • • • • N/A .. .00100 Optional Nailable Substrate Attacpne�t Method: • • IN/A •••• • •••••• •• •• •• Optional Insulation: •• . . N/A • .. Optional Insulation Attachment Wthoa: • • • • • • N/A Fire Barrier: VERSASHIELD Underlayment Type: #30 PAPER Underlayment Fastener Type: 1.25" Ring Shank Roof Nail W/Tin Cap Optional Peel & Stick Membrane: N/A Metal Roof Panel: Steel 1.5" Mechanically Seamed Panel Drip Edge Size & Gauge:` =3" face 24 ga.— Drip Edge Material Type: —Galvinized Metal- Drip Edge Fastener Type: 1.25 Ring Shank Roof Nail j Hook Strip/Cleat gauge or weight:' —n/a- hilAM1,MIAMI-DADE COUNTY r PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54"Street Miami, FL 33127 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.Prodact Control Section � •, (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve jbc r4t to lfVe'tbis ...0:0 product or material tested for quality assurance purposes. If this product or material fails to.partawn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediataly-revoke, modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the right to•tevoke this acceptanee,: • % if it is determined by Miami -Dade County Product Control Section that this product or mattfiat fails to vfea toe ""' requirements of the applicable building code. ...... . • . • • • • • • This product is approved as described herein, and has been designed to comply with the Flgrida juilding'Cbde including the High Velocity Hurricane Zone of the Florida Building Code. .. . .. " DESCRIPTION: Steel 1.5" Mechanically Seamed Panel LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0515. l4 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0224.13 I Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub -Category: Non -Structural Metal Roofing Material: Steel Deck Type: Wood Maximum Design Pressure: See Table A & Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Steel 1.5" Mechanically Length: varies TAS 125 Corrosion resistant galvanized or Seamed Panel Coverage width: 12", 16" & 20" galvalume preformed, coated, prefinished, Height: 1.5" metal panels. min. 24 gage (0.0239") ' •' • Min Yield Strength: 26 KSI Panel Clip Length = 2" TAS 110 ASTM Grado•59 preformed•,1:Avalume • • • 0 • Width = 3/4" steel clips wirlrM6I)reformed'holes. Height = 1.5" • • • • ' min. 24 gage (0.0239") ...... . . ..... Stainless Steel Panel Length = 2" TAS 110 Grade C prefosrnec:stainle"steel clips • • • • Clip Width = 3/4" with two prefprnd:roles. • Height = 1.5" • ""' min. 24 gage (0.0239") :....: TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Product Manufacturer Description Fasteners 410 Corrosion resistant steel screws for Generic fastening of clip. MANUFACTURING LOCATION: 1. Miami, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI-00 1 -0 1 -0 1 TAS 100 08/18/03 Technologies, Inc. Hurricane Test 0299-0801-03 TAS 125 10/27/03 Laboratory, Inc. Hurricane Test 0299-0320.04 TAS 125 03/25/04 Laboratory, Inc. NOA No.: 16-0224.13 MIAMgjame 1411 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 2 of 7 APPROVED ASSEMBLIES: System A: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Steel 1.5" Mechanically Seamed Panel (Maximum 20" coverage width panels) Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. 2": 12" or greater See Table A below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type 11 installed with a mini �n 4" side -laps and 6" end -laps. Underlayment shall be fastened with;gVbsj)n resi�ant,tin- caps and 1'/a" annular ring -shank nails, spaced 6" o.c. at all laps and two stagAu.6 fows 12" o.c. in the field of the roll. Or, any Miami -Dade County Produe; Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a cur;q".fLre: directpry listing for fire ratings of this roofing system assembly as well as the locatibo.df the tis. barrier within the assembly. See Limitation # 1. • • • • • • • Valley construction shall be in compliance with Roofing Application Standa>6RA$133 Valleys: and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s Clj&r publis'IW l installation instructions. Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions and details. Flashing, penetrations, valley construction and other details shay be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x'/4" wide x 1.5" tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table A. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner Maximum Design Pressures —57.3 PSF —101 PSF Maximum Clip Spacing. 34" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 MIAMFDADECOUNTY Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 3 of 7 System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16") Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. 2": 12" or greater See Table B below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minitmq 4" side -laps and 6" end -laps. Underlayment shall be fastened witq copt�ion rest tafit tin- caps and 1'/4" annular ring -shank nails, spaced 6" o.c. at all laps the ttvo stagHsedrows •. 12 o.c. in the field of the roll. Or, any Miami -Dade County PAM T Control Approved • • underlayment having a current NOA. • • • • • • Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a curMMI re dir;ctory listing* for fire ratings of this roofing system assembly as well as the Id'b'atMof the.$ra barrier 00000 within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application �tandiro�R4 133 • •' • : - and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s;ur{dw pub115hed ;....; installation instructions. •' • • • Metal Panels and " . Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in compliance with Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x'/4" wide x 1.5" tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table B. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —57.3 PSF —131 PSF Maximum Clip Spacing 34" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 4 of 7 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. The maximum designed pressure listed herein 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). 3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. .... CIAMI•DADE COUNTY • •0 1 . . . •••••• •• • •••••• S. All products listed herein shall have a quality assurance audit in accordance with the Wkx;&& Building Code and••••; Rule 61 G20-3 of the Florida Administrative Code. 0000 • .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... MIAM4DADE COUNTY NOA No.: 16-0224.13 �� • . • • v Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 5 of 7 DETAIL DRAWINGS 0 53„ STIFFENING RIBS 0.42" 0.36" 0.50" 0.10 j 1.47' 1.50" � t 12", 16" & 20" 0.50" —r 0.25' --- 0.75" PANEL DETAIL FOR us PANEL CLIP DETAIL STEEL 1.5" MECHANICALLY SEAMED PANEL AND DETAILS NOA No.: 16-0224.13 CK ADE OUFM Expiration Date: 06/17/19 • Approval Date: 03/24/16 Page 6 of 7 #10 FASTENERS PANEL #10 FASTENERS PANEL CLIP DRAWINGS CONT. STANDING SEAM PANEL END OF THIS ACCEPTANCE NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 7 of 7 MIAMI-DADE COUNTY M 1A1+1) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of c6onstrpction tr ggttls. T1W .... documentation submitted has been reviewed and accepted by Miami -Dade County RER-PAW Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiotiol: AHJ). ....:. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County. Product Cpntroj Sectio:f • • •; (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resewt.We righl't'o AAve this.... product or material tested for quality assurance purposes. If this product or material fails to Perform in the ac ceptede: • • manner, the manufacturer will incur the expense of such testing and the AHJ may immetltatety revoke,•mbdify, (V • •; • suspend the use of such product or material within their jurisdiction. RER reserves the rightidleloke this acceptance, '. if it is determined by Miami -Dade County Product Control Section that this product or matey ial fAoD beet tl e requirements of the applicable building code. ...... . . This product is approved as described herein, and has been designed to comply with the Florida Bdndlhg Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solo— Fire -Resistant Slip Sheet 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 NOA No. 14-1022.26 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. MIAMI•t)ADE COUNOA No.: 16-1216.02 NTY . , Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® Solo— Fire -Resistant Slip Sheet (a.k.a "VersaShield Solo-"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. • • • • . . .... ...... PRODUCT DESCRIPTION: • • • • • ...... .. . ....% Manufactured by Test Prodet>• • • Applicant Dimensions Specifications Descridt'iE$. ,...,. • • • • • .... . ..... VersaShield' Fire- 42" x 100' rolls ASTM D 226 Non -Asphaltic fiberglass-bawti.underla}iment: ..;..' Resistant Roof Deck Type II and/or fire barrier. .. .. .. .. ...... Protection •: •: '. . . . . ...... VersaShield® SoloTM 72" x 166.7' rolls UL790 Non -Asphaltic fiberglass-l;a d9lip sheet and/or �....� Fire -Resistant Slip Sheet 36, x 166.7' rolls fire barrier. • • • • • MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 1 ONK11990 UL790 05/18/1 l R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 INSTALLATION: I. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield® SoloTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTm Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield' Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® SoloT" Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTm Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield® Solo— Fire -Resistant Slip Sheet maybe used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant $oqf Deck•Prntection •...:. or VersaShield® SoloTM Fire -Resistant Slip Sheet may be used as a component part of an ast8mbly in the %dce of • • Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield®SoloTMVI**f esistanfSJi3 Sheet 00 is not listed, a request maybe made to the Authority Having Jurisdiction (AHJ) or the Mianji;Ppde County Product:....: Control Department for approval provided that appropriate documentation is provided to detaaAmpajl5i1i1tyof the....• products, wind uplift resistance, and fire testing results. 6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solo— Fire-ResistM SIIp Sheet•dre•a non -**so:* asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. Wiihik classification of .o specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection or Versa§Aield6%o1e1% Fire 1esistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings pf tois procjj.}pt.• • • • • 7. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingoUe and Rule 61 G20-3 of the Florida Administrative Code. LABELING: Al l membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ��vlaurtlyjw BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 MIAMI-DADS coUNTY Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 . .... .... . . .. .. . .... . / •YF•TAL SEAkANT • • • • • — ;OX1.WWOODaRIPSCREW • • CAP ATTACHED WITH #10X1.5" TRUEGRIP REMOVABLE SCREWS #10X1.5" WOODGRIP SCREW EMBEDDIN CAULK TOP & BOTTOM 0-0 JOB NAME.- ROOF JACK DETAIL COMMENIS,°ESCRIPn°": STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757.4031 - E-MAIL: marvin@majorsmetal.com — —7 o .... Goes•• FiDie�SNTi .... • s o G / o so� G • e0••G• %� • ..... G tl o .. •• •G .•••• L • — — — — — ---� • • 44aX1.5' WOO[7GRIP SCREW • o • • 0000 • • • • 00 sees • •G o • • e • • • G #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM JOB NAME. GOOSE NECK DETAIL °OMMLN,S,DE3CRIF71°": STEEL (24 Ga.) -STANDING SEAM PANEL sr 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvinQmajasmetal.00m RIDGE/HIP FLASHING "J" CHANNEL CLIP WITH SCREWS FIELD BEND END CUT PANEL (FORM AND BOX END) ROOF NAIL INTO "J" CHANNEL APPROVED 4" O.C. UNDERLAYMENT 1 /$� RlVET 24'; Q.C. ...... .. . .... ...... . . .... • .... .. .. .... ..... • • 0 00 . • . • PLYWOOD HIP / RIDGE DETAIL A STEEL (24 Ga.) - STANDING SEAM PANEL 916-0 W7 —01- - ftf-k 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorrsmetal.com APPROVED UNDERLAYMENT 0000 PANEL ...... ... .... -Soso • • • .... .... .... ... • 5/8" CDX PLYWOOD 3" RAKE 1 1/4" RING SHANK FLASHING ROOF NAIL 4" O.C. STAGGERED RAKE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 - TEL: (305) 757-9504 FAX: (305) 7574031 - E-MAIL: marvtn@maiommetal.com CLIP W/ SCREWS •••• (1ST CLIP 3" FROM END) 0�••••• "" ' + .. . , ...... • .... . . ROOF PANEL • (FIELD CUT AND "" •s•e HEMMED) 09•••• do•e pe eWVED UNDE'RLAYNIRgTi •••• • • 0000 000 • .. . .. . 5/8" CDX PLYWOOD WRAP PANEL 3" BULLNOSE DRIP EDGE WOOD BLOCKING EAVE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsnx4al.com PANEL CLIP WITH SCREWS • • • • . . .... ...... ROOF PANEL " ' • ...... .. . •..••• BUTYL TAPE UNDER """ • 000008 CONTINUOUS CLIP •••• .... . ..... ... . . ..... .. ..... • • • . • VALLEY :•00; FLASHING "" • • • • • . 0. APPROVED UNDERLAYMENT PLYWOOD VALLEY DETAIL ` I I STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 7574031 - E-A -tal.com ROOF FASTENERS OR DRIVE PINES @ 12" O.C. FLASHING'....' ...... ..... ... ..... FIELD BEND END CUT PANEL ••:•• (FORMED AND BOX END) :60990 .... . 06:60 ..... . . 0000* J—CHANNEL . .. •• •• •...• 00:0: e• . :*6006 ••.•• .. .. . • • • :0*00 • ROOF PANEL •� PLYWOOD APPROVED UNDERLAYMENT END WALL DETAIL Awjv P STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.mm STUCCO . . .... • .. • e • = COUNTER FLASHING •••;•• �••••� ••••: ROOF FASTNERS .... . ..... OR DRIVE PINES • • o o • • @ 12" O.C. :, 000 ...... APPROVED • • • • • UNDERLAYWNT •. :•••' ROOF TO WALL FLASHING J-CHANNEL ROOF PANEL FIELD BEND PANEL ROOF NAIL PLYWOOD @ 4" O.C. SIDE WALL DETAIL STEEL ) Ga. 24 - STANDING SEAM PANEL c 406 NW 54 STREET MIAMI. FL 33127 - TEL! (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: mervin@mmjmsmetel.c BOSTICK 9-15 SELANT STUCCO STOP L METAL FLASHING 30# ROOFING FELT ASTM D226 OVER VERSASHIELD 5/8" CDX - PLYWOOD BOSTICK 9-15 SEALANT . . .... ..... MAJOR'S METAL PANEL••.•. •, ...... .. . ..... ...... . ...... .... . ..... ...... . . .... . .. .. 00000 ..... ...... 00 000094 SIDEWALL DETAIL (B) - 406 NW 54 STREET MiAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MIUL: marvin@ma)ommeW.com PLYWOOD VERSASHIELD #30 FELT ROOF PANEL Soso . . .... ..... ... .. . ..... .... ...... Kr; . • •: . • . : ..... �V .. .. .. .. ..... FLAT ROOF �1.� OJ s0 0. MEMBRANES •••••• . 0*06 . . . ..... r FLAT ROOF BY OTHERS FLAT ROOF TO METAL ROOF STEEL (24 ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI. FL 33127 - TEU (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com VENT PIPE YYYY Y Y • • YYYY YYYY Y ROOFJACK •YY• i YY Y OR EQW46) ' • • 0 (DEKTITE YY YY • • YYYY • YYYYYY Y Sao* • • •YYYY • • • Y•YY % Y 9MEWs Art' o.c. • • e • YYYYYY . . Y 00*00 Y .•.Y.. .PA. ...... Y ROOF NEL.. • • Y Y • YYYYYY ' • • • • • • YYYYY YY Y 5/8" CDX PLYWOOD DECK ROOF PENETRATION STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-1031 - E-MAIL: Marvin@majon;metW.com Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C Low Sloped Roof S stem Fill In Specific Roof Assembly Components Fastener Spacing for AnchorlBase Sheet and identify Manufacturer Attachment (If a component is not used, Identify as "NAJ Fieid:�..."@Lop•4Rows.7 0 g"oc System Manufacturer �'iAF r\� 1�.f'r,61`�-�Q�(� Perimeter: oc @ Lap, # Rowsa1 @ `t! ' oc Comer. -!P_-' oc @ Lap, # Rows @• oe Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation . •"•' Pmax1-'(2• r6 Pmax2:' �i 4 •3— Pmax3:�b� Board ' • • • •' Max Design Pressure, From the Specific NOA .,�'!' • " •' System:_ -�2.5 Field �P PerimeterN � C"•; � — •+ •••••• • Dock: Illustrate Components Noted�l Type: � ° Details as Applicable: ' ....' ; •' •' Gaugenbickness: I $ li Woodblocking, Gutter, Edge . Togtilgation, l Stripping, Flashing, Continuous to o Cant • " • Slope: _.',Jr'C�1 �2 Strip, Base Flashing, Counter-,, ashing, ' Coping, Etc. :"; AnchorlBase Sheet & No. of Ply(s): indicate: Mean Roof Height, Pffa et Mel ht, . Height of Base Flashing, Componentrt Material, • Anch r/B se S ieet Fagten BondingMaterial: p Material Thickness, Fastener T l- 1� w 1� 5�g Yf+a► Fastener •. • Spacing or Submit Manufacturers Details that • , , • , Insulation Base layer. Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness:�� Base Insulation Fastened8onding Material: Top Insulation Layer._ Top Insulation Size and Thickness: K Top Insulation Fastener/Bonding Material: , ` K Base Sheets) & No.+6f Ply s): V V, Base Sheet Fastr/BondingAMatertai: t T[ Ply Sheat(s).& No. of Ply(s): �1 M FF. NA Parapet Height Fr.,1 Ply Sheet Fastener/Bonding Materat: ! + Top Ply: Y V1�C CO; shy- �- U.�C._11_d, i3b Top Ply Fast or/So ng M terial; p�., s ec� . Surfacing: C }©� Mean Roof � �•� � IG� L�E� Height �SLass �c Sie . go Membrane: — One ply "RuberoldG Torch Smooth" or "RuberoldG Mop Smooth" or "Ruberoldary Mop Smooth I.S" or "RuberO-dv. Mop Smooth Plus" or "Ruberoldp Dual Smooth." Mambr-no: — One ply "Ruberold& Mop FR" or''Rubeiaid® @neroyCap'- Mop Plus FR:, 56, Dock; NC Incline: 1 2nsulation (Optional): •— Polylsacyanurale, wood fiber, parllte, glass fiber, any thickness, hot mopped or mechanically fastened. Bnse Sliest: — One or more plies Type GZ "GAFGLASO #75 Baso Sheet", or "Trl-PIyG 075 Base Sheet", mechanically fastened. Ply Sheet: — One or more plies "Ruberoldp 20" or "RubaroldG 20 Ht"' or "Ruberoldp Dual Smooth, hot mopped in place. Membrane: — One ply "Ruberoldp SBS Meat Weld Plus FR' or "Ruberoldp SBS Heat Weld 170 FR" heat welded In place. / 57. Deck: C-15/32 incline, 1/2 • • • Soho Shoat: — Two or more piles Type G� ':GAFGLASp rf75 base Sheet" or'-frl-plyag 075 Bare Shaot" mechanically ra o-soed. 000 Membrane: — One ply "Ruberoldp SBS!-teat Weld Plus.FR' or "RuberoldG 511S Heat Weld 170 FR" heat welded in$?Rce. • • • • • • 0 58. bcek: NC Incllns; 1/2 000000 • *000 Base Sltaat: — "Rubcrald& Mop Smooth" or'Ruberolde Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" or RuberodO Dual Sodblrt• 9 • hot moppad or "Ruberok!6 SBS Heat Weld Smooth" Pleat welded. 0000 • Membrane:—'Ruberold(D SOS Heat Weld Plus FR' or'Aubcrold© SBS Hoot Weld 170 FR" heat welded. 000000 • • • • • • • 59. Deck, NC Incline: 1/2 •••••• • Insulation (optional): — Polylsocyanurate, uniform thickness of tapered minimum 1'! -In, mechanically fastendh or adhdkd with l=!�G • Inc. "Olyband Fastening System' • • • • Barrier Hoard; — Minimum VA -In. thlck GP Gypsum Corp. "DensDeck© Roorboard" or "OensOeck PtimeQ Roorboard" •r, Qensoeck DuraGuard'" Roolboard" or minimum'/a-1n. thick United States Gypsum Corp. "SECUROCKG Root Board" (Typu Fr*41G) orWSGCUROCW* • Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with On1G inc. "Olybond Fastening System' 000• • Bass Sheet: — 1 ply "Liberty S85 Self -Adhering Base/Ply SheaV or "RuberoldG SA Bosc/Ply Sheet" self adtiered • Ply Sltaetr — I ply'Rubberold SBS Heat Weld 25" heat fused Membrane: — I ply "RuberoldG SBS Heat Weld Plus FR" or "RuberoldG SBS Heat Weld 170 FR' heat fused 60. Deck: C-iS/3Z Incline: in Insulation (optional): — Potyisociyanurale, uniform thickness of tapered minimum to -in. mechanically fastened or adhered with OM(; Inc. 'Olybond Fastening System" Barrier Board: — Minimum'H-in. thick GP Gypsum Corp. "DensDeckrd Roorboard" or'DensDeck Prirnem Roorboard' or "DensOeck OuraGuard'" Roorboard" or minimum 'A -In. thick United States Gypsum Corp. "SECUROCK0 Roof Ooord" ('type FRX-G) or "SGCUROCKF'r Glass -Mal. Roar Board" (Type SGMRX) with all butt)olnts In the barrier board staggered a minimum of 6-in. from Olywaad deck buttloinh7 mechanically fastened or adhered with OMG Inc. "Olybond Fastening System" Baas Sheet: — i ply 'Uherty SBS Self -Adhering Base/Ply Sheet" or "Ruberold(D SA Base/Ply Siteet" self odlir-red Ply Sheetl — 1 ply "Rubberold SBS Heat Weld 25" heat fused Membrane: —• 1 ply'Rubaroldr9 SBS Heat Weld Plus I'V or "Ruberoidp SBS Heat Wald 170 Fit" heat fused 61. Deck: C-15132 t/,- ---% >nclinet h Barrier Board: — Minimum y.-in. thick GP Gypsum Corp. "DensOeckG Roofboard' or "DensDeck Prime@) ROafbaard" or "DensDeck DuraGuard'" Roorboard" or minimum'/: -In. thick United Stoles Gypsum Corp. "SECUROCKO Roof Board" (Type PRX•G) or "5ECUROCKO Glass -Mat Roof Board" (Type SGMRX) vilth all butt Joints- in the barrier board staggered a minimum of 6-In. from plywood deck butt Joints mechanically fastened Base Sliest; — I ply "GAFGLASS 075 Base" or'Trl-PlyG ff75 Base Sheet" mechanically fastened Membrane: — I ply "Ruberoidp Torch FR heat welded 62. Deck: NC Incliner 2 insulation {Optional): — One or more layers perllte, wood fiber, glass fiber, polyisocyanurate, perllte/polyisocyanurMe tomponto, wood fiber/polylsocyanurate composite, any thickness mechanically fastened oradhered with any UL Clossifed Insulation adhesive. Base Sheet, — One ply Type G2 "GAFGLAS(D #75 Base Sheet"or "Trf-Ply(D 875 Base Sheet", or "GAFGLASO PIy 6" fully adhered with hot roofing asphalt. Ply Shaet (optional), — Three or more plies Type GI "GAFGiAS(9 Ply W or "Tri-Ply@) Ply n", or "GAFGIASCN Ply 6" fully adhered with hot roofing asphalt. Membrane (optional), — "Ruberoldp Mop Pros Granule" or "Ruberoid@ Mop Granule" or "Ruberoldp 30" or "RubarohlL,) 30 FR" or "RuberoldG 30 FR FIT" or "Ruberold D Energycap'" SB5 3o FR" or "Ruberordo. Mop Smooth' or "Ruberoidp Mop Smooth I.S" or "Ruberold0 Plop Smooth Plus" or "Rubaraltlp Mop 170" or "Ruberoidp Mop 170 FR" or °Ruberoldp Dual Smooth" fully adhered with hot roofing asphalt or "Ruberoldp SBS Heat Weld 170 Fit' or'Ruberold(D 58S Haat Weld Plus FR" or "RuberoldG, 5135 Cleat Weld Smooth" heat fused Surtacingi — Roofing gravel applied at 400-Ibs/100-42 embedded Into a Itaud coat of hot roofing asphalt or No. 10 Whlte Aggregate applied at a rate of 200-Ibs/10041.2 embedded Into "Fire Shield Mr applied at 2y,. - 3-gal./loo.II2. Top Surfacing: — "EnergyCote'",' applied at 0.5 - i.o•gal./100-f1Z. http:/ldatabase. ul.comlegi-bin/XYV/template/LXSE,XT/1 FRAMBIsliowpage.html?I)airle=TG... 4/5/2011 M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iywtv.n,iamidadc.eov/cconomv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cgnstruction • • materials. The documentation submitted has been reviewed and accepted by Miami-Dade.Copnty RER- • Product Control Section to be used in Miami Dade County and other areas where allowed Avthe • Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade (iaoun'.Produt.% ' Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade ounty)o • .. • 9 . reserve the right to have this product or material tested for quality assurance purposes, If -this produeos • material fails to perform in the accepted manner, the manufacturer will incur the expWipl� uch testing and the AHJ may immediately revoke, modify, or suspend the use of such product orjnatdri4l witli�i their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by %4iami-13�6e • • • County Product Control Section that this product or material fails to meet the requirenwls of the • 0 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 RuberoidO 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 app'rcabl building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials'; use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1030.02 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorae L. Acebo. NOA No.: 15-1020.01 MIAMI•DAD6COUNlY Expiration Date: 11/06/I8 Approval Date: 02/15/18 Page 1 of 67 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut'' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection, VersaShield® SoloW Fire -Resistant Slip Sheet, DensDeck-ORoof Board, SECUROCKI Gypsum -Fiber Roof Board or SECUROCK' Glass -Mato • •. Base sheet: Roof Board. • • • • GAFGLAS® #80 Ultima'"Base Sheet, GAFGLAS' Stratavent'"ailalle VemMV. Base Sheet, Ruberoid' Mop Smooth, Ruberoid` Mop Smooth*� u0beroidwo * Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid' HW SmogtLi off• Ruberoid° • HW 25 Smooth mechanically fastened to deck as described belpry; . • • • • • • Fastening GAFGLAS® Ply 4, Tri-Ply® Ply 4 Ply Sheet, GAFGLAS® FlexFk4'1.6, Option #1: GAFGLAS® #75 Base Sheet, Tri-Ply® 475 Base Sheet or any of above base ..'.: sheets attached to deck with approved annular ring shank nail: Brij q caps at as fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o'c. in t1c • field. . (Maximum Design Pressure —45 psf. See General Limitation 47) ' 000000 Fastening GAFGLAS' Ply 4, Tri-Ply' Ply 4 Ply Sheet, GAFGLAS FlexPlyT" 6, Option #2: GAFGLAS' #75 Base Sheet, Tri-P1yl #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"' #12 Fastener or Drill-Tec'" 914 Fastener and Drill -Teel"' 3" Steel Plate, Drill-Tec"' AccuTrac® Flat Plate or Drill-Tec'"' AccuTrac® 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 47) Fastening GAF~GLASS' F1exPly` 6, GAFGLAS ' #75 Base Sheet, Tri-Ply ' #75 Base Sheet Option #3: for 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) Fastening GAFGLAS® #80 UltimaT" Base Sheets, Ruberoid® 20 Smooth, Ruberoid' Mop Option #4: 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. (Marimun: Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply ' #75 Base Sheet or any of above base Option #5: sheets attached to deck with Drill-Tec 412 Fastener or Drill-Tec'"' #14 Fastener and Drill-TecT"' 3" Steel Plate, Drill-Tec"' AccuTrac® Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 15-1020.01 MIAMI•DADE COUNTY �Fxmo , Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 53 of 67 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Option #6: 3" inverted Drill -Tee" 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 —60 psf. See General Limitation #7) Fastening GAFGLAS° #75 Base Sheet, Tri-Ply' #75 Base Sheet or any of above base Option #7: sheets attached to deck with Drill-TecT"' # 12 Fastener, Drill-TecT"' # 14 Fastener or Drill-Tec"' XHD Fastener and Urill-Tec"` 3" Steel Plate, Drill-Tec"' AccuTrac' Flat Plate or Drill-Tec"' AccuTrael 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. (Maxinuun Design Pressure —75 psf. See General Limitation #7) w • • • • • • Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® Mop Stnodth 1.5,• • • +• • Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid°9- V Smooth of • Ruberoid' HW 25 Smooth) One or more plies GAFGLASI' Ply I,'T?i Ply` Ply 4, or GAFGLAS® FlexPly"' 6 sheet adhered in a full mopping ofeferoued asp%lI.:. applied within the EVT range and at a rate of 20-40 lbs./sq. of, Ruberoid' Torch O86• Smooth torch applied according to manufacturer's application•ihstlfliations. • • Membrane: • • . . One ply of Ruberoid®Torch Smooth, Tri-Ply` APP Smooth Ivimu>lbrel c, Ruberoid® Torch Granule, Tri-Ply® APP Granule Cap Sheet, ,kube4iP • EnergyCap"' Torch Granule FR, Ruberoid' EnergyCap"' Tor©i Ptµs•Granuvilf , • or Ruberoid® Torch Plus Granule FR torch applied according t8lnarfafactup*. • • application instructions. • • • Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid' HW Granule FR, Ruberoid® EnergyCap" HW Plus Granule FR, Ruberoid® I-IW Granule, Ruberoid` HW Smooth and Ruberoid'O HW 25 Smooth 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. Giav I,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, Tri-Ply' BUR Granule Cap Sheet or GAFGLAS® EnergyCapT` 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' Surface Seal SB or United Coatings"' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT°° MB Plus or United CoatingsT"Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings"' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 54 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS' Ply 4 and GAFGLAS® FlexPlyT" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck® Roof Board or %Z" 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 sees Product Control Approval guidelines. All other layers shall be adhered in a full n}pppigg of +•���• approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or iilerlfail:cally , • , attached using the fastening pattern of the top layer e e e e e e '.. •. • 3. All standard panel sizes are acceptable for mechanical attachment. When appliedoi+0 oved . asphalt, panel size shall be 4' x 4' maximum. see* e e 4. An overlay and/or recovery board insulation panel is required on all applications oeerelosed chi • • foam insulations when the base sheet is fully mopped. If no recovery board is usdti jtVse shot • shall be applied using spot mopping with approved asphalt, 12" diameter circles,*A"V.c.; or strip+ +• mopped 8" ribbons in three rows, one at each side lap and one down the center olh%s14!et allowirfg a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" %reak shall b(:...; • placed every 12' in each ribbon to allow cross ventilation. Asphalt application Jeitkeitisysteni shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to i maxvr*Aa . design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 1 1 1 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 shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMbDAD: CCI NTY NOA No.: 15-1020.01 Expiration Date: 102001 Approval Date: 02/15/18 Page 67 of 67 sees.. sees.. ..sees .see•• eeeeee ee ee ee e