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RF-09-1675
Project Address 150 100 Terrace Miami Shores, FL 33138- 1131010230290 Block: Lot: LAURLE ALLEN Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number LAURLE ALLEN 150 100 Terrace MIAMI SHORES FL 33150 -1210 Contractor(s) BELJAY ROOFING INC Phone Cell Phone (352)302 -6407 Phone Type of Work: Re Roof Additional Info: FLAT ROOF ONLY Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Permit Technology Fee Scanning Fee Submittal Fee Submittal Reversal Fee Total: Amount $2.40 $0.80 $250.00 $6.25 $12.00 $50.00 ($50.00) $271.45 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Invoice # Total Amt Paid Amt Due RF- 10-09 -36136 $ 271.45 $ 221.45 ° $ $0.00 RF -10-09 -36136 $ 271.45 $ 271.45 $ 0.00 Check #: 2904 Expiration: 04/24/2010 Applicant Cell f on: FL ROVED'' For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit 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 construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. November 10, 2009 Date November 10, 2009 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) 5-re. feetcL r5 t Z 0 Phone # Owner's Address 4Go 1 SG D &big 'o 6 City e i1'/Q3 Tenant/Lessee Name Email Job Address (where the work is being done) 15 A/ ( A ) 1 ° 0 � AGE City Miami Shores Villa e q County Miami -Dade FOLIO / PARCEL # (l 3101 ©pc •3 0,921 t Is Building Historically Designated YES NO X Contractor's Company Na1ne Phone # Y g 1 1 — al 5 Contractor's Address 151 ( h4 C o City oVE Qualifier Name —WC6-<94e- State Certificate or Registration No. C(C . 1 ?� �j o�o�'� Certificate of Competency No. Contact Phone i "° `1 q E -mail Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 350. 00 Type of Work: ❑Addition ❑Altera Describe Work: t &,� r 17 Mil Fro !- O Ls ®� , to o ** * *** * ** * * * ** *** * * *** * * *** 60 Submittal Fee $ �� Permit Fee Notary $ Scanning $ p'00 • Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue'Miami Shores, Florida 33138 Tel: (305) 7/95.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State C� /o ni6" Cerr -k' State Ion Training/Education Fee $ DPBR $ Permit No. IP 699/6 Master Permit No. Zip 331 Phone # Zip 33 )J tD Bond $ Flood Zone Zip Phone # .; / —t14 / 776 /- qo7 4Cg —S/ Phone # Square / Linear Footage Of Wbrk: 6•Q ❑New Repair/Replactg & ❑ Demolit ion * * * * * * * * * * * * * ** C-- Technology Fee $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 9t91. "`ICS See Reverse side _,4:P50,3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 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 inspectlo which occurs seven (7) days after the building permit is issiied. •!'In the absence of such posted notice, the inspection will of b;U proved and a reinspection fee will be charged. Signatur The fore day o who is Owner or Agent oing instrument was acknowledged be fore me this The foregoing , 20. by o me or who has produced who is personally known to me or has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) day of trument was acknowledged before me this/ ,20 t7, by as identification and who did take an oath. _NOTARY PUBLIC: Sign: , My Commission Expires: NOTARY PUBLIC-STATE OF FLORIDA " " "" Liz Henderson Commission #0D867380 BONDED THaIIATLANIYCBONDINti CQ,inc. APPROVED BY . eir/agtr 0 • Plans Examiner Zoning Engineer Clerk checked 1111111 11111 1111111111 1111 1111 NOTICE OF COMMENCEIVI NT .� 2 009R073 9223 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR EAR 27045 Ps 14710 (1ps) RECORDED 10/13/2009 12:54:59 HARVEY RUVINI CLERK OF COURT TAX FOLIO NO. I1IAI1I -DADE COUNTY r FLORIDA LAST PAGE PERMIT NO. `PN 09%*" kSL ' `, STATE OF FLORIDA. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: t a e'an k 1 y, to /1 to + ' lam A44,44 olnAn , MO I.'41 NtsW 00. 2. Description, o i rod ement: kalits 3. Ovmer(s tio yr, n, it and addre s: G oa /A0-4 < ' tie 0 Interest in property: • Name and addresss of fee simple titleholder. D, :fix 1'n 4. Contractor's ame and dres : leo t / A/ b. 1 I. 5. Surety: (Payment bond required y owner from contractor, if any) Name and Address: N � A Amount of bond $ 6. Lender's name and address: is a true, o on , AD 20 of the un • CLEM( I (� wr ARK WIMP= 0 EC IS• 7. Persons within the state of Florida designated by 04 i:Q'• �� provided by Section 713.13(1)(a)7., Florida Statutes. ' 4, Name and Address: � � 110A-41.4 i /. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a dt f cr./ . date is bpe616 ) L42/7 Signature of Owner Print Owner's Name k--) Sworn to and subscribed before me thi day of Notary Public: Print Notary's me: My commission expires: 80 mcez '044 Jo'ht? 4 2v ;TATE OF FLORIDA, Cc I HEREBY CER /FY that t h 2riginal filed 7/ by 4-0 / d 20 ®� C Addr J � 3 Prepared b a Permit No: 09- A6 7S Job Name: 6i7L / , 2009 c a) 1 Atr 4A. d.b...,_ Norman Bruhn CBO 305 - 795 -2204 Building Critiq e Sheet M iami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 W. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. RECEIPT PERMIT #Qf - O G 1 - 1(0/S DATE: ID J 2 1 )09 I, ❑ Contractor Owner Architect Picked up 2 sets of plans and (other) OC1Tlr S Address: )SD Icy — 1 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand ' . the plans need to be brought back to Miami Shores Village Building D . artment to Acknowledged by: PERMIT CLEARK INITIAL RESUBMITTED DATE: PERMIT CLEARK INITIAL: M iami Shores Viiiage Building Department g process. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adi Sq Footage: 1273 Lot Size: 8,072 SQ FT Year Built: 1940 Legal Description: BONMAR PK ADD A RE- SUB PB 24-71 LOT 12 & E1/2 LOT 11 BLK 5 LOT SIZE 75.440 X 107 OR 14328-2526 1189 1 OR 14328-2526 1189 00 Folio No.: 11-:M 0 -02.'4-0:370 Property: 150 NW 100 ST ' Mailing Address: RIGOBERTO GOMEZ &W CLEMENTINA 150 NW 100 ST MIAMI SHORES FL 33150-1206 Year: 2009 2008 Land Value: 5133,687 $222,137 Building Value: 5104,521 $104,536 Market Value: $238,208 $326,673 Assessed Value: $74,259 $74,185 Year: 2009 2008 ilf;rr;o:Aead: $25,000 $25,000 Regional: YES YES Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $49,259/ S25,000 $49,185/ $25,000 County: $49,259/ ___ _ $49,185/ __ Miami-Dade My Home Search By: Select Item Tl-')Xt or./ My Home Procterty Appraiser Tax Com:oar:5.0r: Pceabty Caic iator Summary Details: Propertv Information: Show Me: Property Information :*1 .kkkk. ,-'rope:1yApprRtsr4r Pstimator Assessment Information: Exemption Information: Taxable Value Information: ACTIVE TOOL" 8 Digital Orthophotography - 2007 My.tigrrio 1 Er.g.pg_ttylr.ttgmatign 11?trraper.ty Taxes 1 My Neighborhood 1 Prooerty Appmiser ligtaie 1 taragatr.1<ite 1 A0p.ut 1 ftgite..1)Jr.gptlary. 1 Pthragy 1 Diriql&a.e.r. If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at Webrnastor. Web Site © 2002 Miami-Dade County. All rights reserved. 4 t c liClatk . 1111111211011"" 0 111 ft Page 1 of 2 Legend Property Boundary Selected Property Street a WE Highway Miami-Dade County Water http://gisims2.miamidade.gov/myhome/propmap.asp 10/23/2009 Contractor's Name: Job Address: I�& g Low Slope Asphalts Shingles Q New Roof Low Slope R Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form ■ of Area (SF) Section A (General Information) ROOF CATEGO iY Mechanically Fastened Tile anel /Shingles errnit No. FL rr ,E_n— Section B (Roof Plan) C, DATE M rtar /A - e�F slVCSet THe --- rescriptive BUR -R, 5 TO Lc , ^r L6ANcE WITH AU FEDERAL ROOF TYPE :,L^ -r ., Re ® Recovering J Repair n Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Pars_ ■ ■ntn■■■■■■■■. ■■■ ■ ■ ■ ■n ■ ■n ■ ■N n■n ■ ■ ■n n■■nnl■11■nN111I■ ° 1■ ■n■ ■ ■■■■nn1in ■■■ ■■■ ■ ■■■ ■ ■ ■ ■ ■■N In ■NI■ ■1111 ■III■■■ 1n■n11n ■n■n ■ ■U II nium•• ■nIN■■nn■nNl■■N11 X11/ ■ ■n /■ ■11aN ■■11 ■nl■■n■■■■■■■ ■■■n■ IIIMII lnn fln■11■■■1111■■■n ■N■■■■n■■ ■■■■ Nln■■■■■11■■n■n ■■n■■■■■NI■n■■■■■ ■1677■■ ■■■■■■1U■■n■../ Roof 02/13/06 1. Fire Directory Listing - Not Required For Tile Which Have Valid NOA 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations "" ' General Limitations Applicable Detail Drawings 3. Design calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notices of Acceptance (Skylights, Turbines, Ridge Vents, Etc.) 5. Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 SECTION 1525 High Velocity Hurricane Zones Uniform Permit Application Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: ATTACHMENTS REQUIRED: 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 gwner and the contractor. The owner's initial in the designated space indicates that the item has been expr i d. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane /Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to J / �, be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. // 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. SECTION 1524 HIGH - VELOCITY HURRICANE ZONES-- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 4 --, :: // 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. rs /Agen gna - 42 Date C ntr ctor's Si s ature j ' ate Section C MIAM rDAOE Miami -Dade County Building Department Electronic Application OUNTY High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Dap" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (rata) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: (P1) Field: (P2) Perimeters: (P3) Comers: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: n/a Fire Barrier: Vapor Barrier: Anchor Sheet: 49.2 EMI rA psf Base Sheet(s) & No. of Ply(s): PIy Sheet(s) & No. of Ply(s): PivAE Product Approval (NOA): 49- 0221.01 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: psf psf Maximum Design Pressure From NOA: 5/8" P1 " o/c Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: n/a Insulation Top Layer Size & Thickness: n/a Base Sheet Fastener / Bonding Material: PIy Sheet Fastener 1 Bonding Material: I GAF Material psf " : 12 Roof Mean Height: 13 Yes Parapet wall Height: ft. 1 2 Plies GAF 75# Basesheet 1 1/4 r "---- ;;;;; - - "7-' 1 1 5/8 Tin caps Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Fastener / Bonding Material: ft. n/a (GAF Ruberoid APP Torch White Top Ply Fastening / Bonding Material: 1. Field: 2. Perimeter: Karnak #97 Fibered Aluminum Coating Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single PIy Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT " o/c @ Laps & " o/c © Laps & Ell 3. Comer.. " o/c @ Laps & rows " ole NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter. Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: " 1/2 Sheet Width: rows rows " olc 3. Comer. " o /c — Galvanized Metal- -.SELECT EDGE METAL HOOK STRIP SIZE— F1-1/4 RS Coil Nails' 1 Coping Material: — SELECT PARAPET WALL COPING MATERIAL— 1 Coping • Size: — SELECT COPING METAL SIZE OR THICKNESS -1 Hook Strip Size: - SELECT COPING METAL HOOK STRIP SIZE — 1 Parapet Coping Metal Attachment: Edge Nailable Deck MIAMI DADS COUNTY "Delivering Excellence Every Day° Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Countedlashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Top Ply Interplies \ 1 Base Sheet `•t • Roof Deck Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form a 5, Drip Metal Roof Mean Height: Drip Metal: 3x3 Galvanized 26 Ga. Surfacing: Karnak #97 Fibered Aluminum Coating Top Ply: GAF Ruberoid APP Torch White Interplies: 14 ft. 1n/a Base Sheet: 12 Plies GAF 75# Basesheet Deck Type: min 5/8" Plywood BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: V. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Deeks. 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 No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 W EST STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2908 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APP Category: Sub - Category: Material: Deck Type: Maximum Design Pressure • ROYAL ' Roofing • Modified Bitumen SBS /APP Wood -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS #75 Base Sheet GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PlyTM 6 GAFGLAS Ply 4 . GAFGLAS Mineral . Surfaced Cap Sheet Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 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 Test Specification ASTM D41 ASTM D1863 ASTM D1227 ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D460] ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909• Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield Granules shallbe for flashing applications only. Surface coating for smooth surfaced roofs. Elastomeric roof coating. Asphalt emulsion fibered. Refmed.asphalt blended with a mineral . stabilizer and fibers. Permits adhesion to wet and dry surfaces. 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 granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product • GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS Flashing GAFGLAS STRATAVENT EliminatorTM Perforated Nailable RUBEROID SBS Heat - WeIdTM Smooth RUBEROID SBS Heat - WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID SBS • Heat - WeIdTM 170 FR RUBEROID SBS Heat - WeIdTM PLUS RUBEROID SBS Heat- We1dT"' PLUS FR RUBEROID EnergyCap SBS Heat - WeIdTM PLUS FR RUBEROID Modified Base Sheet RUBERO1D SBS Heat - WeIdTM 25 MIAMIDADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (I meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide 107 sq. ft. (9.9 m2) 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 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 Energystar Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 • ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type 1I, UL Type G2 BUR • ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCotelm Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet availablein three sizes. Fiberglass base sheet coated 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 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. 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. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 3 of 31 Product RUBEFtOID 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 Roof MatchTM APP Torch Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH RUBEROID EnergyCap SBS Heat Weld Plus FR RUBEROID 20 RUBEROID 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.3T') wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide • Test Prod uct Specification Description ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6298 Non -woven polyester mat coated with ASTM D5147 polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt • ASTM D5147 modified bitumen membrane, smooth surface. . • ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface. ASTM D6222 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. ASTM D6222 Non -woven polyester mat coated with ASTM D5147 • polymer modified asphalt and surfaced with colored mineral granules. ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5I47 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. 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. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBIR0 FR RUBEROID EnergyCap SBS 30 FR RUBEROID ULTRACLAD SBS RUBEROID Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt Asphalt L & Asphalt P TOPCOAT Surface Seal SB LEAK BUSTER"' MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCote Coating VersaShield TOPCOAT FireShield MB Leak Buster"' MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak Buster"' MatrixTM 102 SBS Adhesive Label • Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (l meter) Wide 100 Ib. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2, 5 gallons • 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types 1, II, III and IV ASTM D3412 - ASTM D21 ASTM D1475 • ASTM E1644 ASTM D6083 ASTM -D226 4869 Type 1, I1 ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified 'bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. lnterply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of -31 Product Leak BusterTM Matrix"" 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non - Fibered - Aluminum Roof Leak BusterTM Matrix" 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test • Specif ASTM D4586 ASTM D4586 ASTM D2824, Type I • ASTM D412 ASTM B117 ASTM C794 ASTM G21 •F.TMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, • ASTM D21, ASTM D1475 ASTM E1644 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold i pplied Asphalt Adhesive. Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Securoc Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck DensDeck Prime DensDeck DuraGuardTM Structodek Structodek TD APPROVED FASTENERS: Fastener Number Product • Name • 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsurp board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density, Wood Fiber board. Fiber reinforced roof board • TABLE 3 Product Description Dimensions Insulation fastener and Various Base P1ay "fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated 3" Square steel plate. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 '/" GAF Materials Corp. 3" and 3 `/" GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 7 of 31 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Test Identifier Description Date 3029832 4470 -TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD1A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF - 020 -02 -01 ASTM D 249 02/01/02 • ASTM D 4977 IRT -ARCON Inc. '02 -005 - TAS 114 03/01/02 02 -014 • TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity I ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 66850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 8 of 31 Methbrane Type: Deck Type 1: Deck Description: c Fastening Options: System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: APP /SBS Heat Weld WoQd, Non- insulated 19/ 32" or greater plywood or wood plank decks FireOtitTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS 00 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat- WeidTM Smooth or RUBEROID® SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4. psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM 1112 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 ' s See General Limi GLAS Flex PIyTM 6 GAF AS Base Sheet or any of above Base sheets attached to deck with approved annular ring s 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 s , See General Limitation #7 GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psi, See General Limitation #7) GAFGLAS 1475 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 -TecTM 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 117) NOA No.: 09 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 3l Membrane: Surfacing: Maximum Design Pressure: See Fastening Above VG. GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri 11 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 –7S psf, See General Limitation #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat- We1dTM) One or more plies GAFGLAS PLY 4 or GAFGLAS Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. or RUBEROID Torch Smooth torch applied according to manufacturer's application instructions. One 1 ROID Torch Smooth, RUBEROID Torch Granule Roof Match"' APP Tore Gram EnergyCapTM Torch Granule FR, RUBEROID Torch Plus Granule, RUBEROID EnergyCapTM Torch Plus FR., or RUBEROID Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID SBS Heat- WeIdTM PLUS, RUBEROID® SBS Heat- WeldTM PLUS FR, RUBEROID SBS Heat- WeidTM 170 FR, RUBEROID EnergyCapTM SBS Heat- WeIdTM Plus FR, RUBEROID SBS Heat- WeIdTM, RUBEROID SBS Heat- WeldTM Smooth, RUBEROID SBS and RUBEROID SBS Heat- WeldTM 25 applied according to manufacturer's application instructions. (Optional, required. if RUBEROID MOP Smooth or•RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs.sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. NOA No.: 09- 0224.01 `Expiration Date: 11 /06/13 Approval Date: 04/08/09 Page 30 of 31 • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LEI IITATIONS: 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 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 11.7. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered .Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall ' conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA loo.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 ROOF COVERING MATERIALS (TEVT) Insulation: One or more lavers perlite, glass fiber, 3/4 M. min, isocya- nurate, urethane, perlite /isocvanurate composite, perlite /urethane com- posite, 1 -1/2 in. min. Base Sheet (Optional):, One or more lavers Tvpe GL G2 or G3. Membrane: • One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Gravel. eck: C -15/32 Incline: 1/2 Insulation (Optional): One or more lavers perlite, wood fiber, glass . fiber, isocyanurate, urethane, perlite/isocyanurate, composite, perlite/ urethane composite, wood fiber / isocyanurate composite. Base Sheet: Two or more. layers Type G2 or G3. • Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97, 1 -1 /2•- 3 gal /sq or gravel. Deck: NC Incline: 1 mm isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, 1 -1/2 in. min. • Base- Sheet (Optional): One or more layers Type GL G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus "; "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule.':.: Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 lnsulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocya-tirate composite, perlite/ urethane composite, phenolic, 1 -1/2 in: min. Base Sheet One or more layers Type G2 "GAFGLAS #75 Base Sheet'`, hot mopped or mechanically fastened in place.' Ply Sheet: One. or more layers Type GI "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop 170 FR ". _ Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11. .Deleted 12. Deleted 13. Deleted 14. Deleted 15. Deck: C -15/32 . Incline: 1/2.. Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: One or more lavers Type G 2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop 170 FR ", 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocvanurate composite, offset 6 in. from joints. Base Sheet One or more layers Type G-2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more lavers Type G-1, hot mopped in place. Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth ". Membrane: One layer "Ruberoid Mop 170 FR ". 7 . Deck: NC Incline: 1 Insulation (Optional): Perlite, •fiber glass, wood fiber, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet: One or more layers Tvpe G2 or G3 base sheet, hot mopped r mechanically fastened. Sheet (Optional): One or more layers Tvpe Gl, hot mopped in prane: One laver "Ruberoid Mop 170 FR" 18. De ]incline: (/2, insi tional): I'erlite, fiber glass. wood filer, isocyanurate, uretlin (Op Bas y or perlite!isocvanuratc composite. - hot m , (Optional): (Inv or more layers Type G -2 or t; -3 base sheet, n or mechanically Listened. 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU) — Continued Roofing Systems (TGFU)— Continued LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 195 Ply Sheet (Optional): One or more layers Type G -1, hot mopped it place. Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: One laver "Ruberoid Mop 17(1 FR" (granule). 19. Deck: .NC Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, isocya• nurate, urethane or perlite /isocyanurate composite. any thickness. Base Sheet: One or more plies Type GI or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" tole applied adhesive at 1 -1/2 gal /sq. Membrane: One layer "Ruberoid Mop 170 FR ", hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No..6160" colt applied adhesive at 1-1/2 gal /sq. 20. Deleted 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber . any thickness, hot mopped or mechanically fastened. Base Sheet:. One or more plies Type G2 "GAFGLAS #75" base sheets hot mopped or mechanically fastened. • Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place 22. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness,.hot mopped or mechanically fastened. • Base Sheet: One or more plies Type G2 " GAFGLAS #75" hot moppet or mechanically fastened. Ply Sheet: One or more plies "Ruberoid 20 ", hot mopped in place. • Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in place 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. • Ply Sheet: Two or more layers Type Gl, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hos mopped in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roo': Coating" at 1 to 2 gal /sq. 24. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass fiber or woos fiber, 2 in. max. Base Sheet: Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Kamak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Ron: Coating" at .1 to 2 gal /sq. 25. Deck: C -15/32 Incline: 1/4 Insulation: Two layers glass fiber (sfaggered jointss),1 in. each. Base Sheet Type G2, mechanically fastened or adhered with ho' roofing asphalt. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Kamak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal / sq. 27.' Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max mechanically fastened or adhered with hot roofing asphalt. . Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechani• cally fastened or adhered with hot roofing asphalt. Memlikane: "Ruberoid Torch Granule 1 ", heat fused. Surfacing: Money Products "Endure Aluminum Roof Coating" "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal/sq. 28- Deck: NC Incline: 1/2 lnsulation (Optional): Perlite, wood fiber, glass fiber or isoc■anurate/ urethane hoard, 2 in. max, mechanically fastened. Base Sheet: - ripe G2 (modified bitumen), mechanically fastened o: adhered with hof'rcofing asphalt. Membrane: "Ruberoid 'torch Granule 1" (modified bitumen), tea fused. is