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RF-17-1847
1-4"-tBLI-4 L1_ Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Per Issue Date: 712512017 Permit NO. RF -7-17-1847 Permit Type: Roof Work Classification: Frit Perrnit Status: APPROVED Expiration: 01/21/2018 1160 NE 91 Terrace Miami Shores, FL 33138- IIIMINSIAMMISMIKOBBIS Owner information Address Parcel Number 1132050010450 Block: Lot: Applicant IZONNIKI DIANA GARCIA Phone Cell DIANA GARCIA 1160 NE 91 Terrace MIAMI SHORES FL 33138- 1160 NE 91 Terrace MIAMI SHORES FL 33138- Contractors) Phone eLATITE ROOFING & SHEET METAL CI 954-772-3446 Cell Phone 1 Valuation: Total Sq Feet: $ 13,750.00 2627 Type of Work: Re Roof Additional Info: RE -ROOF FLAT ROOF TEAR OFF EXISTING Classification: Residential Scanning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $8.40 DBPR Fee $4.50 DCA Fee $4.50 Education Surcharge $2.80 Permit Fee - New Roof $300.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $840.40 .nr gwonwiri Pay Date Pay Type Invoice # RF -7.17-54623 07/19/2017 Check ;'.320 3 :. ).C' $ 790.40 07/25/2017 Check #: 3333 $ X0.40 $ 0.00 Bond #: 3463 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof In consideraticn of the issuance to me of this perp-. t, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plai's, drawings, statements or specifications submitted to the prober authorities of Miami Shores Village. In accepting this permit I assume responsibility for all wor': don: ' ,:r omplcyes I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICA , WINDOWS, DOORS, POOFinIr`+ c n"nnn1ING POOL work. OWNtrc6 r,r-FiLAVIT: I certify that all the foregoinc information is accurate and that zi! :,ors vtd: be done in compliance with all applicable laws regulating construction and zoning. -. : •.ore, I authorize the E.bove-named contractor to :o the work statcd. A ` horized Signature: Own / Applica �t Building Department Copy Contractor Agent July 25, 2017 July 25, 2017 Date 1 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 BUILDING PERMIT APPLICATION (BUILDING ❑ ELECTRIC IXiOOFING ❑PLUMBING El MECHANICAL El PUBLIC WORKS JOB ADDRESS: City: go m a1-rmpre- Miami Shores County: RECEIVED JUL 19 2017 FBC 20/I ( ' Master Permit No. -4 I — 13 Sub Permit No. ❑ REVISION (] EXTENSION (RENEWAL ID CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 3Sa Folio/Parcel#: // 32,03-Oo/ -CY/5D Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Q1rnvI'c Gt1- % UULA(1)RQ Phone#: 7g6 50 i61:?q' s— AddressM1632 ��/� City: c Ctx (V' ` State: ____a_. Zip: `--?>32_6' Tenant/Lessee Name: Lu C.I c7' �et( zA-co Phone#:, g ' 1 122 6 Email: CONTRACTOR: Company Name: LATITE ROOFING Address: 2280 WEST COPANS ROAD Phone#: 954-772-3446 city: POMPANO BEACH Qualifier Name; CONNIE SCOTT state: FLORIDA Zip:33069 Phone#: 954-772-3446 x317 State Certification or Registration#: CCC1326510 Certificate of Competency #: Phoneff: City: State: Zip: . 750.00 Square/Linear Footage of Work:Q2 2 't5& T/' - Alteration ❑ New ❑ Repair/Replace ❑ Demolition ��-/eplp� /iii ROO/ Tar. o f f o5 7ii� �, / #7,5-7;; 76. lclifh cop,a./f Specify color of color thru tile: / ' DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ /3 Type of Work: El Addition 3 Description of Work: AC Submittal Fee $ Permit Fee $ sip• Cly Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ W TOTAL FEE NOW DUE $ 2-90 • (+0 0 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_ Applicationis 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject t. attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection i h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be op ved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this 5T Pt /qday of STN , 20 / -7 by /4/l/) 4-A2C/;k , who is personally known to me or who has produced L "hL )Jq/2/ 144-t,T- as identification and who did take an oath. 6-4.41 D NOTARY PUBLIC: Sign: _/Y) / ° %aU be 4 ee '�j 0 1 Print: • !6i pGb z.c-z. • 2.0 •cca, .• yy# • o : o� := o.o 2;��, •z� '� ©'#U* ******gam****** ****************** ~'�l ''• SS/WWO.i 7tiouti••'' *$,‘ APPROVED BY 1�'s,`v/"•• '° 4 Seal: Signature CONTRACTOR The foregoing instrument was acknowledged before me this / 0 day oft7Ly ,20 /7 ,by Connie Scott , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Mimi AIIbr Seal: (Revised02/24/2014) * •• i'r. './�(.,•• ' ! ."� i IU(u'/,J ••�/JCA, /6,• �� :4/z� �p •o-: - 0, I• yy# �. C •'' 10 ® •¢� ****Irt '.k.Fyl•? l•**********tg.V ************* "71,7 1 VV< ••'!Go�sstsn6nd •• Plans Examiner ' �9;�'•frr?••'• *°� Zoning • :irnatat�+ Structural Review Clerk as GiA /ami Shores Village 9 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 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: (DNA- qct 01 LO Property Address:_ ( 10 9�� r 6128, 33 ( Roofing Permit Number: Dear Building Official: I O 1 r4A- CA2ctA- buil/ilding because: �f l°he 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•uilding was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 19•� edition of the South Florida Building Code (1994 SFBC) //6,44. Date: 7/4i7 certify that I am not required to retrofit the roof to wall connections of my Signature State of Florida County of Dade The undersigned, being the first duly sworn Sworn to and subscribed before me this Notary Public, Sate of Florida at Large I / gAlA Are -d-4 Y / 4 i)6 4"91-06‘25 Print Name 011111111//01/4 ��i0 e•. ........ O alio mentioned, , deposes and says that he/she is the owl* 0144- - : y � „5-31-g N . cR� u' ., 1 • *,‘ �� day of 48,10 .A ;)0,4%"'‘‘• • When the ills! valuation of the structure for purpose of ad valorem taxation is equal to c r more than $30C,00C.00, ant the tJidlno was not constructed wits F EC nor a 1994 :FBC. Then you must provide a building application from a Genera' Contractor for the Root tc Wall connection HIcrricane �,titigation, Revised cn 5/21/2009 Property Search Application - Miami -Dade County x•7'11" Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-001-0450 Property Address: 1160 NE 91 TER Miami Shores, FL 33138-3404 Owner DIANA GARCIA DE VILLALOBOS Mailing Address 1160 NE 91 TERR MIAMI, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,983 Sq.Ft Living Area 1,684 Sq.Ft Adjusted Area 1,834 Sq.Ft Lot Size 10,625 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $382,500 $356,150 $323,850 Building Value $127,646 $127,646 $127,646 XF Value $30,668 $30,994 $20,298 Market Value $540,814 $514,790 $471,794 Assessed Value $540,814 $514,790 $471,794 Benefits Information Benefit Type 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WATERSEDGE PB 9-141 ELY3OFT OF LOT 20 & ALL LOT 21 & WLY5FT LOT 22 BLK 2 LOT SIZE IRREGULAR OR 20409-1752 05 2002 1 Generated On : 6/19/2017 Taxable Value Information Previous 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $540,814 $514,790 $471,794 School Board Exemption Value $0 $0 $0 Taxable Value $540,814 $514,790 $471,794 City Exemption Value $0 $0 $0 Taxable Value $540,814 $514,790 $471,794 Regional Exemption Value $0 $0 $0 Taxable Value $540,814 $514,790 $471,794 Sales Information Previous PriceSale OR Book- Page Qualification Description 04/25/2012 $100 28097- Corrective, tax or QCD; min 2481 consideration 08/17/2009 $275,000 27037- Financial inst or "In Lieu of Forclosure" 3237 stated 02/01/2008 $0 26267- Sales which are disqualified as a result 2161 of examination of the deed 01/01/2007 $700,000 25375 -Sales which are qualified 0004 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/19/2017 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES RECEIVED JUL 19 2017 (1)(411 Master Permit No. Process No. Contractor's Name LATITE ROOFING Job Address 1160 NE 91st Terrace GARCIA DE VILLALOBOS Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) XI& Low Slope 0 Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof )(l,� Reroofing 0 Recovering ❑ MortarlAdhesive Set Tile O Wood Shingles/Shakes 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) N/A 2627 Z Section B (Roof Plan) • • • •••• • • •••• • ••• •• •• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers anifd4eNlow drains. • • Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zona 5'h ttllocatIon of parapets. •••• • • • • • •••• 15.32 • • • •• • • ••• e • • • • ••� • •. • • •• • • • •••• • • • • • S E E A C D 1 FLOJtIDA BUILDIN a • • • ••• • • • FfiVi IT #; T J Niarri Strcres V Ila AP ROVE iY DATE h ZONING DEPT BLDG DEPT 7J_ 0 / ("SID® iQVAP44k�tALL FEDERAL STATE ANo CCUNIY RULES AND REGULATIONS Drawing Report Garcia De Villalobos Residence - Base Bid Section: Entire Job Page: <New page> 61 36' 702' 7/72017 1 3� •••• •• • •••• • •• • • • ••. •. • •.: • 0 •••• • ;477' • ••••,•• •••• • • • • • • •••• •••••• .• • `•1,•.• • •I. , • '�'�• ••••_` •••.••• •• •••••• • ••• • •• • • • • • • • ••• •• • • ••• • • • • The Estimating EDGE 47 SE 5th Ave Delray Beach, FL 33483 Page 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Storm Application) Fill in speclflc roof assembly components and identify manufacturer (If a component is not used, identify as "NA") GAF System Manufacturer: Product Approval No.: 14-1030.02 Design Wind Pressures, From RAS 128 Pmax1:40.4 pmax2: -67.7 Pmax3: -101.9 Max. Design Pressure, from the specific Product45 Approval system: Deck: PLYWOOD Type: Gauge/Thickness: N/A Slope: 1/4" Anchor/Base Sheet & No. of Ply(s): N/A AnchorlBase Sheet Fastener/Bonding Mater& Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 1-#75 Surfacing: Mineral Surfaced Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 2 @ 12 " oc Perimeter: 9 " oc @ Lap, # Rows 3 © 9 " oc 6 3 6 Corner: " oc @ Lap, # Rows @ _" oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit 3"X3" .032 Aluminum Drip. •....' .. . ... . • . .• • . .• .. . ••• . r .. ' FT. . • . •.i ..i . •' • . .. 1. 1 • 1. . Base Sheet Fastener/Bonding Material: 1-1/4" Ring Shank Nails & Tin Caps. Ply Sheet(s) & No. of Ply(s): 1 -Ruberoid 201 - Ply Sheet Fastener/Bonding Material: Type III Asphalt Top Ply: 1-GAFGLAS Cap Sheet T°P-MgastapeAtgsWiaterial: FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING PLYWOOD .. .• .. . • .• . y • FT. : WA. Parapet Night ••. t / b.. Mean Roof Height .. 15.33 ENGINEERING ederal & TESTING INC. 250 SW 13th Ave Pompano Beach, Fl 33069 Phone 954-784-2941 800-848-1919 Fax 954-784-7875 fed-eng.com DATE: 7/11/17 Order No.: 17 -LAT -592 CLIENT: Latite Roofmg ADDRESS: 2280 West Copans Road; Pompano Beach, FL 33069 PROJECT: De Villalobos Residence Flat Wood Deck ADDRESS: 1160 N.E. 91st Terrace; Miami Shores, FL ASCE 7-10 DESIGN PRESSURE CALCULATIONS In Accordance with Chapter 30, Part I Project Information: Flat Wood Deck Height = 10' Length = 72' Width = 41' Parapet Wall: < 3' Design Calculations: Exposure: C Category: II Slope: < 7° Ultimate Windspeed: V„ it= 175 mph Basic Windspeed: Vasa = 136 mph KZ= 0.85 = 0.85 Velocity Pressure: q = 0.00256*[(0.85)(0.85)(1.0)(136)2] = 34.2 psf Width of Pressure Coefficient: 0.1(41') = 4.1' 0.4(10') = 4.0' } use: 4'0" . •.. . . • .... . . • • .. . ... . • • .. • • • • •..• • • • .•• ▪ • • .• • . . . • ••• •• •••• • •. . • • • Effective Wind Tributary Area: <10ft2 •• • •• •• • ••• • • For parapet height 3 feet or larger, zone three (3) can be treated as zone two (2) (ASCE 7-10). • • • External Pressure Coefficient: Internal Pressure Coefficient: 1) GCP1 = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Design Pressures: 1) GCPi = 0.18 Zone 1 Field: P1 = 34.2*( -1.0 - 0.18) = -4.04 psf Zone 2 Perimeter: P2 = 34.2*( -1.8 - 0.18) = -67.7 psf Zone 3 Corners: P3 = 34.2*( -2.8 - 0.18) = -101.9 psf • • • • • • • Construction Material Engineering Council American Concrete Institute MIAMIQADE COUNTY Miami Dade County Florida Department of Transportation Page 2 7/11/17 Flat Wood Deck DeVillalobos Residence 1160 NE 91 Terrace Miami Shores, FL RAS 117 Design Pressure Calculations: Net Width = 2.95 feet Net Length = 33.9 feet Side Lap Row = 45.2 fasteners / square Center Rows = 67.9 fasteners / square 0.88 ft' / fastener Fy = 39.8 lbs per fastener Base Sheet Attachment Requirements: Based on RAS -117 and N.O.A. #14-1030.02; fastening option number 1 with a design pressure of -45 psf; pages 26 and 27 of 30, the following are our recommended base sheet fastening requirements: Zone 1 Field: 9" o.c. @ laps and 2 staggered rows 12" o.c. Zone 2 Perimeter: 9" o.c. @ laps and 3 staggered rows 9" o.c. Zone 3 Corners: 6" o.c. @ laps and 3 staggered rows 6" o.c. Notes: Sincerely; ... • .... . . ENGINEERING 8 TESTING . . . . .. . ... . . . . .. . . • . .... .... . • .. • • . • . ........ Corners and perimeter area dimension shall not be less than a . • • • • • . . All work shall be in compliance with the local building code prgduct'gontrornotice of acceptance and manufacturer specifications and Florida BuirdinA Codt'2Q14 edition. Wind load calculations based on ASCE 7-10 and information provided by client. All work shall be inspected by our field engineer or city inspector to verify compliance with specifications. Keith LeBlanc, P.E. 710 Federal Engineerin_'g & Testing, Inc. Florida Reg. No; 59394 Certificate of Authorization #5471 > ^ Miami -Dads County Certification #16-0203.07 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 design ed 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. \L7 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking an 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 m intainir,e appearance. 1 /I , Owner!' ge Ys ''gnature Date O vM44- Ca\ -ac l ai_csw.c.0Ges 1 ta) c115itee-IK .. Property Address rbf4 atof •r L. 33( Y • .• .• Overflow scuppers (wall outlets): It is required that rainwater flows off so th�i'tfi hof is • • • not overloaded from a buildup of water. Perimeter/edge wall or other roof extefteibii inay block tPiit discharge if overflow scuppers (wall outlets) are not provided. It may be neces;iryto instal ovejflow • scuppers in accordance with the requirements of Sections R4402, R4403 and Rag. . Revised on 7!912009 LD;07!01/2015; c6cntractor:St ni ature .... •• . •. . .. ...• . • • • •• • • Lgate • •• •• . • • •• • • • ••• . • • • • •1 Permit Number MIAMI.DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade 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 Mang Code including the High Velocity Hurricane Zone of the Florida Building Code.••••• • • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Deets.' • • • • •• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.2ov/economv • LABELING: Each unit shall bear a permanent label with the manufacturer's name 6f Mtd, city, state • and following statement: "Miami -Dade County Product Control Approved", unless otHr:v:ise not:d•••• • • • herein. • • • . . . . . RENEWAL of this NOA shall be considered after a renewal application has been ffi8d'and there has' • been no change in the applicable building code negatively affecting the performanceonn prodict. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been atyisionbr change in the materials, use, and/or manufacture of the product or process. Misuse of tliis 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 . . . ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Matrix' 102 SBS Membrane Adhesive GAFGLAS® #75 Base Sheet GAFGLAS® #80 Ultima" Base Sheet GAFGLAS® FlexPly' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCap" BUR Mineral Surface Cap Sheet GAFGLAS® Stratavent® Eliminator" Perforated Venting Base Sheet GAFGLAS® Stratavent® Eliminator" Perforated Nailable Venting Base Sheet Ruberoid® SBS Heat -Weld" Smooth Ruberoid® SBS Heat -Weld' Granule RoofMatch" SBS Modified Granular Ruberoid® SBS Heat -Weld" 170 FR MIAMIDADE COUNTY APPROVED Dimensions 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide Test Specification ASTM D3019 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Type II asphalt impregnated and coated glass mat base sheet. Type II asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap.sheet surfaced with mineral gianulesr • • • • Asphalt coated, glL fiber mat Cap teet surfaced with mineral granules witfl factory applied EngtCote" • • • Fiberglass base siSeet,Geated c rbet�rsides with asphalt. Surfaced.on the bottom side with mineral granules embeddedin• asphaltic coatingstittiltctory perforations. A nailable, fiberglass base shaet.coUed on' both sides with asphalt• Surfaced on the • bottom side with mineral granules • embedded in asphaltic coating. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with SBS polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. . • • • • . • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 2 of 30 • • • • • Product Ruberoid® SBS Heat -Weld"' Plus Ruberoid® SBS Heat -Weld'" Plus FR Ruberoid® EnergyCap- SBS Heat -Weld" Plus FR Ruberoid® SBS Heat -Weld' 25 Ruberoid® Mop Granule Ruberoid® Mop Smooth Ruberoid® Mop Plus Ruberoid® Mop 170FR Ruberoid® Mop FR Ruberoid® Torch Smooth Ruberoid® Torch Granule Ruberoid® EnergyCap'" Torch Granule FR Ruberoid® EnergyCap- Torch Granule Plus FR RoofMatch' APP Modified Granular Ruberoid® Torch FR MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 m2) 1 meter (39.37") Wide Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 Product Description Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. •••• Non -woven polyaste:mat coa%dwith fire retardant polymer modified asphalt and surfaced with mifleerd i tanules. • • Non -woven polyesiti' Mat coated With fire • retardant polymer mowed as alt and • surfaced with mipgvjgranulq. • • Non -woven polyester that coatv2 Aith APP modified asphisit.and smooth surfaced. • • • • Non -woven polytster¶aat codted with APP modified asphalt and •••. surfaced with mineral granules APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCotem. Non -woven polyester mat coated with APP polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat, coated with fire retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 • • • • • • • Product Ruberoid® 20 Ruberoid® 30 Ruberoid®30 FR Ruberoid® EnergyCap" 30 FR SBS Membrane Ruberoid® Dual FR Topcoat® Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut" Fire Barrier Coating VersaShield® Fire -Resistant Roof Deck Protection MIAMFDADE COUNTY APPROVED Dimensions 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 5 or 55 gallons 5 gallons 5, 55 gallons 42" x 100' rolls Test Specification ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6162 ASTM D6083 Proprietary ASTM D6083 Proprietary ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. An acrylic, water based elastomeric membrane system designed to protect various types of roofing surfaces. Water based, low VOC primer used to block asphalt bleed -through. Solvent based sprayable thermcoli4tic rubber sealant deligned. o proiiclt.an'd restore aged roof steams andto.iperease a roofs reflectivifjl.': •• • • Low VOC, water-. tas.e.d'fire barrier .... . coating. •• Non -Asphaltic, fug.resi.tant 1 bergjass- based underlaymexf...'' .: APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuardm RN Polyiso Insulation EnergyGuard' Perlite Recover Board EnergyGuard' Perlite Roof Insulation EnergyGuard"'' RA Composite Polyiso Insulation Structodek® High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number Product Name 1. Drill -Tec"'' #12 Fastener 2. Drill -Tec"" #14 Fastener 3. Drill -Tec"' XHD Fastener 4. Drill -Tec m AccuTrac® Flat Plate 5. Drill -Tec"" ASAP 3S 6. Drill -Tec'" AccuTrac® Recessed Plate 7. Drill -Tec"" 3" Steel Plate 8. Drill -Tec"' 3" Standard Steel Plate MIAMI RADE COUNTY APPROVED Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Product Description Carbon steel fastener used in steel or wood decks. Carbon steel fastener used in steel, wood or concrete decks. Carbon steel extra heavy duty fastener used in steel decks. AZ -SS aluminized steel plate for use with Drill - Tec' #12 Fastener, Drill - Tec"" #14 Fastener and Drill -Tec'" #15 Fastener. Drill-Tece' #12 fastener with Drill -Tec"'' 3" Standard Steel Plate. Galvalume Steel plate for use with Drill -Tec'" fasteners. Round galvalume steel stress plate for use with Drill -Tec'" fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill -Tec'" fasteners. Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. Dimensions Various Various Various 3" x 3" Various 3" x 3" 3" 3,, Manufacturer (With Current NOA) GAF • • • • • •• • • ...• • • • .•. • • .• .. • .• • • • • • •• • ..•. • • ...• GAY* •• •• • • • .. • • • •••• GAF • • • • • • • •• GAF GAF GAF GAF NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 ODIA8.AM FMRC 4470 04/01/98 Underwriters Laboratories RI306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. Trinity I ERD MIAM WADE COUNTY APPROVED 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10 -3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11 -4-R2 ASTM D4601 6/4/2015 G34140.04.11 -5-R3 ASTM D4897 6/4/2015 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTM D6163 01/6'44 G40630.01.14 -2A ASTM D5147 : .•. 01/07/'4 G40630.01.14 -2A -1-R1 ASTM D6164 •• • 04YM/14: G40630.01.14 -2B -R1 ASTM D6164 • 01/16/13• G40630.01.14 -2C ASTM D6164 01(07%14 G40630.03.14 ASTM D5147 •....• 03S08/1!I• G43190.03.14-1 ASTM D5147 03!06/44 G43190.03.14-2 ASTM D5147 • • • • 03/4444 G43190.05.14 -R1 ASTM D5147 . . . 05/20P14 G43190.11.13-1 ASTM D6222 • 11?35413. • G43610.01.14 ASTM D5147 • .. • 012N/14. G46160.02.15 -2D ASTM D6163 02/03111 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14 -2A ASTM D5147 09/09/14 G46160.09.14 -3A ASTM D6164 09/09/14 G46160.09.14 -3B ASTM D6164 09/09/14 G46160.09.14 -3C ASTM D5147 09/09/14 G46160.12.14 -3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08 -R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Agency PRI Construction Technologies LLC. Momentum Technologies, Inc. MIAMI-DADE COUNTY APPROVED Test Identifier Description Date GAF -084-02-01 ASTM D6083 07/08/05 GAF -122-02-01 TAS 139 05/07/06 GAF -245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF -306-02-01 ASTM E96 07/07/11 GAF -314-02-01 ASTM D2178 08/23/11 GAF -315-02-01 ASTM D2178 08/23/11 GAF -369-02-01 ASTM C1289 10/22/12 GAF -464-02-01 ASTM C1289 02/06/14 GAF -499-02-01 ASTM D6083 03/12/14 GAF -500-02-01 ASTM D6083 03/12/14 AX04C9A ASTM D6162 06/05/09 • .•• • • • •••• • • • • •• • ••• • . • •• • • • • •••• • • • •••• • • • •• • • • • • • ••• •• •••• • • • •• • • • • • • • • ▪ • • •• •• • ••• • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 • • • • Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS/SBS Cold Applied Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMI•DADE COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum -Fiber Roof Board. GAFGLAS® #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® Eliminator" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-We1dTM Smooth or Ruberoid® SBS Heat-WeIdTM 25 base sheet mechanically fastened to deck as described below: GAFGLAS® Ply 4, GAFGLAS® F1exPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FIexPIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec' #12 Fastener, Drill -Tec TM #14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate installed.1.2" o.c. in 3 rows. One row is in the 2" side lap. The other rowsyare eti sally spaced. approximately 12" o.c. in the field of the sheet. •' • • • • • • • (Maximum Design Pressure —45 psf. See General Limitation ! /' GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any.af above ban nits attached to deck with approved annular ring shank nails and tin ca'fis at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o . Ica nthe field.• '. .. •••. (Maximum Design Pressure —52.5 psf. See General Limitatjggj#,71 • . GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20, Rubero•id®Mop SmSoth,:. base sheet attached to deck with approved annular ring shank pes and tin psa t a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. intjv field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec' #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec' XHD Fastener and Drill-TecTM 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) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec' 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) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-TecTM #12 Fastener, Drill-TecTm #14 Fastener or Drill-TecTm XHD Fastener (Continued) and Drill -Tec' 3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate or Drill-TecT' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more GAFGLAS® #80 Ultima Ba sheet adhered in a full mop and at a rate of 20 . s./sq. ies GAFGLAS® PI LAS® FlexPlyTM 6, Sheet ' . .eroid® Mop Smooth or Ruberoid® 20 approved asphalt applied within the EVT range Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT"' 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, RoofMatchT"' 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 merubtMi s. Chosen components must be applied according to manufActurer's appii�';tion• instructions. All coatings must be listed within a current AQ�1.• • • '. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respect?Jeey L1 a flood chat • • of Approved asphalt at 60lbs./sq.•• • 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral SytfMd Cap.Shist • or GAFGLAS® EnergyCapT"' BUR Mineral Surfaced Cap Shwea 1J, red i8 41* mopping of approved asphalt applied within the EVT range trodlt.t rate of 20-40 • • lbs./sq. • ..•. . • 3. Topcoat® Membrane, Topcoat® MB Plus (to be used as a prier y/i�h Topcoat® • • Membrane) or Topcoat® Surface Seal SB applied at 1 to1.5 gal'/sq.' • '. :•• Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck® Roof Board or V2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 thejastencrovAllie, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable'..AAA . 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane•atl c4i.nent is base: on a minimum fastener resistance value in conjunction with the maximum designvait►e listed within a specific system. Should the fastener resistance be less than that required, as Jet -MI -lined b ' t, ; • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said reyiseil astener.sp� ing • • shall utilize the withdrawal resistance value taken from Testing Application StagJark TAS 10and • calculations in compliance with Roofing Application Standard RAS 117. • • • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure regrjire1j is of;hese • • areas. Fastener densities shall be increased for both insulation and base sheet aS t a1ct sated•itr A :• • compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and seated by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE • .• • • • MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 TGFU.R14153 - Roofing Systems Page 1 of 49 ONLINE CERTIFICATIONS DIRECTORY TGFU.R14153 Roofing Systems MOM= See General Information for Rnoflno Svstens BUILDING MATERIALS CORP OP AMERICA, 1361 ALPS RD WAYNE, W 07470 USA Roofing Systems R14153 •Ruberoide 20' or "Ruberoid® 20 HT" or "Rubemide Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 1/2 -In. thidc (minimum) gypsum board or 1/4 -In. thldc (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDedc Prime® Roofboard' or •DensDeck DuraGuard" Roolboard' may be used In any existing noncombustible deck Classification. When this Is done, the resulting roofing system Is acceptable for use over combustible (15/32 -In. thick minimum) roof decks. However, the butt Joints In the gypsum board and Georgia-Pacific Gypsum LLC'DensDedc® Roofboard," "DenaDec k Prime® Roofboard' or'DensDeck DuraGuard" Roofboard' are to offset a minimum of 6 -In. with the butt Joints In the roof deck. If polystyrene is part of the roof system, R must be placed below the ovedeyment board. Multiple plies of "GAFGLAS® Ply 4' or'Trl-PIye Ply 4' or "Tri-PIy® Ply 6' may be adhered to Georgia-PadfIc Gypsum LIC'DensDedc ® Roofboard," DensDedc Prime® Roofboard" or "Densbedc DuraGuard'" Roofboard" In hot roofing asphalt. "EnergyGuard^" Ultra' is en acceptable alternate to "EnergyGuard'" RF' In any applicable Classification. •• 'GAF Stratavent®I eliminator"' Venting Base Sheet (Nagable)" may be mechanically attached or hot mopped over noncombustible delis. an•d ease recover over existing roof systems. • • •••• • • •• •• • ••• • • 'GAFGLAS® Perflte Insulation' may be utilized as a cover board over •EnergyGuard" RF" Insulation M any of the foliewl3Rsystems. • • • ' • • Unless otherwise Indiap� ted, the roof Insulation Is mechanically fastened, adhered with hot mopping asphalt or UL ClassUlurethane byrulaIioo •• • adhesive. Polystyrene referenced In any of the following Gasifications Include "EnergyGuard"' EPS insulation". • • • • •••• • Unless otherwise indicated, all Insulations may be adhered with any UL Classified Insulation Adhesive per the manure:WI Qkstallatlgn j itkitions (excluding LRF Adhesive 0) In any applicable Non -Combustible Roof Deck Classifications. • • • • •••• References to glass fiber Insulation Include "EnergyGuard Fiberglass Insulation". 'EnergyGuerd'" Tapered' Is an acceptable alternate to "EnergyGuard"" In any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • • • • • • • •• • • • • • • • • •• • ••• • • • •• Type G2 asphalt glass mat base sheet ('GAFGLAS® *75 Base Sheet" or 'Tri-PIye *75 Base Sheet', or'GAFGLAS® *80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ('GAFGLAS® PIy 4' or'TrI-PIy® Ply 4', or'GAFGLAS(18 PIy 6') In the Class A, B or C roof systems Indicated below. The roof deck may flrst be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"Venting Base Sheet (Perforated)" or 'GAF Stratevent® Eliminator"' Venting Base Sheet (Bailable)." Perforated base sheets to be loose Ialrl or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ('GAFGLAS® *75 Base Sheet' or'Trl-PIy® *75 Base Sheet" or'GAFGLAS® *80 ULTIMA" or 'GAF Stretaventa Eliminator"' Venting Base Sheet (Nallable)' may be substituted for Type G1 asphalt glass fiber ply sheet ('GAFGLAS® Ply 4' or 'Tri -Ply® PIy 4' or'CAFCLAS® PIy 6') es the nailed base ply In the following systems. Bottom pty or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwlse indicated, all Insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or'Ruberoid®' may be used for flashing In any of the Class A, B or C systems listed below. When'perllte" Is referenced, this Indudes "GAFTEMP PERMAL1TE®' or any other UL Classified polite Insulation. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 F1w 1B/showpage.html?name=T... 3/25/2014 TGFU.R14153 - Roofing Systems Page 2 of 49 Crushed stone or slag are suitable alternates for gravel In any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck In the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of y -In. minknum thick gypsum board is an acceptable alternate for minknum Insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4 -in. thick partite board and deck with rosin paper (perlite/rosin paper/poiystyrene/perllte) is a suitable alternate for polyisocyenurate board In the following pass A, B or C systems. 'EnergyGuard'" RA" or 'Tapered fnergyGuard'" RA' or "EnergyGuard^' Composite RA' may be substituted for any Atlas Roofing Corp. polylsocyanurate insulation In any of the following Classifications. Trumbull 'Perms Mop' may be utilized with any of the following 'Asphalt Felt Systems with Hot Roofing Asphalt. "GAFGI.AS® #80 Premium Base Sheet' may be used in any of the following systems. 'GAFGLAS® Flex Ply 6' and'Til-Ply® Ultra -Flexible Ply 6' are suitable alternates to'GAFGIAS® Ply 6". 'GAFTEMP Pemiallte Recover Board' may be used In Neu of any petite insulation In any of the following NC Classifications. Unless otherwise Indicated, any of the Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with 'TOPCOAT® Fireshleld MB" at 214 to 3- gal/100-fi.2. 'Ruberotd® Dual Smooth' may be used as en ekemate to "Ruberold® Mop Smooth" or "Ruberoide 20" or "Ruberoid® 20 HT'. 'Ruberold® Mop Smooth 1.5' may be used as an alternate to •Ruberoldei Mop Smooth". Class A, B rand C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. 'Ruberold® Heat Weld' SBS roofing membrane may be used In lieu of'Ruberold® Mop' SHS products in any applicable Classification.. • • • • • • • • •• • ••• • • • • • 1. Dadc C-15/32 Inline: 3 • •••• • •• • • • • • • • Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or polybocyanurate or urethane or •• peritte/polyisocyanurate composite or pertite/urethane composite or wood fiber/polylsocyanurete composite 81•0/11144c, c, any thleck•n,eee. Ply Sheat: — Three or more piles Type 61 or "GAFGLAS® Ply 4' or'Trl-Ply® Ply 4' or'GAFGLAS® Ply 6" hpt.gpp6d • : .... • • Surfednge — Gravel. • • • • • • • 2. Dodo C-15/32 Inline: 2 • • • • • • • • • • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polybocyanurate or urethane or •• ' • • • perllte/polyisocyanunrte composite or perlite/urethane composite or wood fiber/polylsocyenurete composite or phenolic, any thickness• PIy Sheet — Three or more piles Type 61 or'GAFGLAS® PIy 4' or'TA-Ply® Ply 4' ar'GAFGLAS® Ply 6'. Cap Sheat: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri -Ply® Mineral Surfaced Cap Sheet or'GAFGLAS® EnergyCap'M BUR Mineral Surfaced Cap Sheet'. 3. Oath: NC Incline: 2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, poiylsocyanurate, urethane, perilte/polyisocyanurate composite, petite/urethane composite, wood fiber/poytsocyanurate composite, phenolic, 2 -In. maximum. PIy Sheet: — Two or more piles Type G1 "GAFGLAS® Ply 4", 'Tri -Ply® Py 4' or "GAFGLAS® PIy 6'. Cap Sheet — One ply Type G3'GAFGLAS® Mineral Surfaced Cap Sheet" or'Tr1-Py® Mineral Surfaced Cap Sheet' or'GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nulled to deck. Insulation (Optional): — Any thicmess polite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. "OyBond Fastening System" or any UL Classified Insulation adhesive. Baa Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheer or'Tri-PIy® 575 Base Sheer (may be nailed). Ply Sheets — One or more plies Type GL 'GAFGLAS® PIy 4' or'Trt-Py® Ply 4' or GAFGLAS® Py 6'. Cap Sheet — One ply Type G3 `GAFGLAS® Mineral Surfaced Cap Sheer or'Trl-Py® Mineral Surfaced Cap Shaer or 'GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet'. http://database.ul.com/cgi-bin/XYV/template&LISEXT/1FRAME/showpage.ht innameuT... 3/25/2014 • TGFU.R14153 - Roofing Systems Page 5 of 49 Installation Instructions. Base Sheat: — One ply "GAFGLAS® Stratavent® Eliminator" Venting Base Sheet' or Type G2, fully adhered with hot roofing asphalt. Ply Sheet — One or two plies'Ruberold® Mop Smooth" or "Ruberold® Mop Smooth 1.5' or'Ruberofd® Mop Smooth Plus" or "Ruberoid® 20" or `Ruberold® 20 HT', fully adhered with hot roofing esphak. Membrane: — One ply "GAFGLAS® Mineral Surfaced Cap Sheet', fully adhered with hot roofing asphalt Surfadng: — "TOPCOAT® EnergyCote"' Elastomeric Coating' or 'TOPCOAT® MB Pits' or "TOPCOAT® 322 Whlte Elastomeric Coating' applied at a rate of 2-ga1/100-ft2. 19. Deck C-15/32 Incline: 1 Insulation (Optional): — Any thickness perilte or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG Inc. 'OyBond Fastening System' or any UL Classified insulation adhesive. Barrier Board: — Minimum 14 -In. thick Georgia-Padfic Gypsum LLC'DensDedc® Roofboard' or •DensDedc Prime® Roofboard' or 'DensDec k DuraGuard'" Roofboard' or minimum %4 -In. thick Untied States Gypsum Corp. 'SECUROCK® Roof Board' (Type FRX-G) or 'SECUROCK® Glass -Mat Roof Board' (Type SGMRX) mechanically fastened or adhered with OMG Inc. 'OyBond Fastening System' or any UL Classified insulation adhesive with butt joints In the barrier board products staggered a minimum of 6 -In. from plywood deck joints. Base Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet' fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "Ruberoid® Mop Smooth' or "Ruberoid® Mop Smooth Plus' fully adhered wtth hot roofing asphalt. Membrane: — One ply "GAFGLAS® Mineral Surfaced Cap Sheet' fully adhered with hot roofing asphalt. Surfedng: —'TOPCOAT® EnergyCote'" Elastomeric Coating" or'TOPCOAT@ MB Pius" or 'TOPCOAT® 322 White Elastomeric Coating' applied at a rate of 2-gal/100-ft2. 20. Dade C-15/32 Incline: 1 Base Sheet — One ply Type G2 "GAFGLAS® *75 Base Sheet" or 'Tri -Ply® *75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perilte or wood fiber or glass fiber or polylsocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OyBond Fastening System' or any UL Classified Insulation adhesive. Base Sheet: — One or more piles •Ruberoid® 20' or "Ruberoid® 20 HT" or "Ruberold® Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or'Trl-Py® Mineral Surfaced Cap Sheet' or 'GAFGLAS® EnerpyCap"' BUR Mineral Surfaced Cap Sheet'. 1. Deck C-15/32 Ciaae B Indlna: 3-1/2 • • • • •••• Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber or polylsocyanurate or ure*i nesor • perilte/polylsocyanurate composite or perilte/urethane composite or wood flber/polytsokyanurate composite orVenolib, any tlfl& ss.: Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4' or'Tri-Py® Ply 4" or "GAFGLAS® Py 6' medra:icelbrfastened. • • Cap Sheet — Type G3 'GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Py® Mineral Surfaced Cap Sheet" %rs hAS® EnergyC•.ap" BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 2. Deck: C-15/32 Inline: 3-1)2 • • • • • •••• • • • • • • •••• • • •• • • • • • Insulation (Optional): — One or more layers pertlte or wood fiber or glass fiber or polylsocyanurate or ureethneodt •••• perlite/polylsocyanurate composite or perlIte/urethane composite or wood fiber/polylsocyanurate composite ersppsrlp1c, any thidmgss. Base Sheet: — Two or more piles Type Gl or Type G2 or Type G3. • • • Membrane: — One or more plies 'Ruberold® Torch Smooth" or "Ruberoid® Torch Granule' or "Ruberold® torch Grdnule PIq f • "Ruberoid® Mop Smooth' or "Ruberoid® Mop Smooth 1.5' or "Ruberold® Mop Smooth Plus" or "Ruberold®Mop Granule' or • beroia® Mop Plus Granule" or "ROOFMatrh"" SBS Modified Granular" or'fri-Ply® SBS Modified Bitumen Membrane" OreleOft1atdi," APP Modified Granular" or "Tri -Py® TP -4G' or 'Tri -Ply® TP -4' or "Ruberold® Dual Smooth'. • Cap Sheet: — "GAFGLAS® Mineral Surfaced Cap Sheet", or "Trl-Ply® Mineral Surfaced Cap Sheet' or'GAFGLAS® EnergyCap' BUIS Mineral Surfaced Cap Sheer fully adhered with hot roofing asphalt. 3. Dedc C-15/32 Incline: 2-1/2 Insulation (Optional): — One or more layers pertlte or wood fiber or glass fiber or poyisocyanurate or urethane or perllte/polyisocyanurate composite or perfite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheet — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Py® Pry 4" or GAFGLAS® PIy 6'. Cap Sheet—'GAFGLAS® EnergyCep'" BUR Mineral Surfaced Cap Sheet'. 4. Deck C-15/32 Indlne: 2-1/2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perllte/polylsocyanurate composite or perfite/urethane composite or wood flber/polyisocyanurate composite or phenolic, any thickness. Base Sheet — Two or more plies Type GI 'GAFGLAS® Ply 4" or 'rt -Ply® Ply 4" or "GAFGLAS® Ply 6" or Type G2 •GAFGLAS® *75 Base Sheer or "Tri -Ply® *75 Base Sheet' or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Py® Mineral Surfaced Cap Sheer. Membrane: — One or more plies "Ruberold® Torch Smooth' or "Ruberold® Torch Granule or 'Ruberoid® Torch Granule Plus' or 'Ruberoid® Mop Smooth" or "Ruberold® Mop Smooth 1.5' or "Ruberold® Mop Smooth Plus' or "Ruberold® Mop Granule" or 'Ruberold® Mop Plus Granule" or "ROOFfMatch'" SBS Modified Granular' or "Tri -Py® SBS Modified Bitumen Membrane' or "ROOFTMatch"' APP Modified Granular' or 'Tri -Ply® TP -4G" or tri -Py® TP -4" or `Ruberold® Duel Smooth" - Cap Sheet: — "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheer, http://database.uLoom/egi-bin/XYV/template/LISEXT/1FRAME/showpage.html7name T... 3/25/2014 • • • • • • • • •