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RF-12-1503IP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177107 Permit Number: RF -8 -12 -1503 Scheduled Inspection Date: September 28, 2012 Inspector: Bruhn, Norman Owner: DE PASQUAL, EMILIANO Job Address: 67 NW 103 Street Miami Shores, FL 33150 -1233 Project: <NONE> Contractor: CODA ROOFING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360131090 Phone: 305 -681 -1060 Building Department Comments RE ROOF FLAT ROOF Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C C September 28, 2012 For Inspections please call: (305)762 -4949 Page 7 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B ING PERMIT APPLICATION FBC 20 fee U Permit No. 1 a --1 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Cr // f%1 /t/0 � /1f C C./14 L Phone#: Address: 67 /Val /03 S City: /77/t7' 71 teCAG-i a-5 State: O / Zip: 33 /:7LJ Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 67 Ala) /®3 5 / City: Miami Shores Folio/Parcel#: 7/- Z 49 i 0/3 /0 9'0 Is the Building Historically Designated: Yes r County: Miami Dade Zip: .3,3 75-0 NO Flood Zone: Z 3726 Phone#: J-76.-Y/ / ®6® CONTRACTOR: Company Name: C?cXW Address: X46 7 Y J /0 / City: f� /cs /' ? 4 State: Qualifier Name: ar/ r �•,Cilv c) env-, v State Certification or Registration #: CC C ✓� Z 6-0 Contact Phone#:._733/ 64/ ' /! 0 DESIGNER: Architect/Engineer: t/ Email Address: Phone#: Certificate of Competency #: a/ez.70e7 -- b / /sev 4; ,3s 62I/ -/060 Phone#: m_ Value of Work for this Permit: $ 3°00 Square/Linear Footage of Work: Type of Work: OAddition Description of Work: OAlteration ONew epair/Re lace 304 Demolition **** *** *** ********** ******* **** **** ** **m********+ k+ A+ R+ MM **+ A***+A********+A *+A*+Ad *** Submittal Fee $ Permit Fee $ _0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ �' J Bending 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 delivered to the person whose property is subj = to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti# w; ich oc seven (7) days after the building permit is issued. In the ab ence of such posted notice, the inspection will not , ap; ve and a inspection fee will be charged. J' Owner or Agent The foregoing instrument was acknowledged before me this ea6 day of 4i/c , 20 by Attl 63 Z Aye who is personally known to me or who has produced As identification and who did take an oath. NOTAR ',UBLIC: Signature Contractor The foregoing instrument was acknowledged before m; t is,L day of ' �' . 20 g I, by Oa ar /C n Z940, who impersonally knows oie or who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised 07 /10/07)(Revised 06/I0t2009)(Revised 3/15/09) Sign; Print My Comn+sr 1- Zoning Clerk Prepared by Alexys Ibanez Universal Land Title, LLC 6303 Blue Lagoon Drive, Suite 400 Miami, FL 33126_ Retum to: Keyes Title Services 1555 Palm Beach Lakes Blvd. Suite 500B West Palm Beach, FL 33401_ File Number. 17049266 Consideration: $235,000.00 Recorded Electronically ID ria, "574 -'7 1-X-41, Ici1 County MlRria i-rbcfbE Date 312(o112. Time I Simpilfile.com 800.460.5857 (Space Above This Line For Recording Data) Warranty Deed Thls Warranty Deed made this 22nd day of March, 2012, by Tracy L. Horvath, a single woman, whose post office address is 114 SE 14 Court, Deerfield Beach, FL 33441 grantor, to Emlllano De Pasqual, a single man, whose post office address is 67 NW 103 Street, Miami Shores, FL 33150, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instniment and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's. heirs and assigns forever, the following described land, situate, lying and being in the Miaml -Dade County, Florida, to.wit: Lot 17 and the West % of Lot 18, Block 124, AN AMENDED PLAT OF SECTION NO. 5 OF MIAMI SHORES, according to the Plat thereof as recorded in Plat Book 10, Page 47, of the Public Records of Miami -Dade, County, Florida. Parcel Identification Number: 11- 2136 - 013 -1090 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor Is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes for the year of closing and subsequent years, restrictions, reservations, covenants and easements of record, If any. • hi Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. SigneE, seal l and delivered in our presence: Witness Nam Printed Name: Sardy Z�,Iaya t-Xr Wi ess Name: Printed Name: 16214 /5yr vi %/4 j State of Florida County of Broward The foregoing instrument was acknowledged before me this 22nd day of March, 2012, by Tracy L. Horvath, she (� is personally known tome or (X.) has produced e— as identification. ,a9T L AN U.U1 BART LA l MY COMMISSION ODD 850869 y EXPIRES: May 12, 2013 Bonded lhru Notary Public Mewl= Notary Public Printed Name: My Commission Expires: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. 2--151:0 TAX FOLIO NO. 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. 111111111111131111111111111111111 CFN 2a e 1.8058398 -3 OR Bk 28234 F's 0421; tips RECORDED 08/20/2012 13:47:27 HARVEY RUVIFIr CLERK OF COURT i1IAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: h 1 ki 103 S+ M I tF1 AA S hOrtoj FL r-4 ,-,AKA 1 Si.r,4 Sic 2. Description of improvement: to 8 L2 3. Owner(s) name and address: et-1111 t4 lop P� <c„4..)14 Interest in property: r.)7 Aim /c s t M f hi A.t f Sl7oJ I j C . 3 3 /3,Y Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. - Co J Reg) cr,-7 1' c /at' 4-t--) 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. 14, PM- 1= C. 330 /3 ''S 35- C-3( -/o o Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 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, address and phone number 9. Expiration date of this Notice of Commencement: tthe expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • s) ■ "4.• : er( _' -- • .0' ed Officer/Director/Partner/Manager ?( Prepared By d 11 Prepared By X Print Name `) L 0 Fie. 9I2 r v(. _ Print Name Title/Office tF C lJjll f1 .1/ Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE II t The foregoing 'nstrument was ackno - Ted • ed before r e this 1 da of L3 By t III . 1..c at i rJ Individually, or L7 as for i ersonaily known, or 0 produced the following type of identifi Signature of Notary Public: • Print Name: (SEAL) �. ,•tz� l� \SIG /►i tit I �,: E14zs1s ♦ �`� ►1�i�u� EXPIi ,2015 �� 11.4):,_ ,± ,r.; :ten, VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES - Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. SIgnatu of �� -r(s) or Owner(s)'s Authorized Officer /Director/Partner/Manager who signed above: By By ROOF ANEMIAS AND ROOFTOP STRUCTURES Florida Building Code EdIdon 2010 Fah- Velocity Hurricane Zone Uniform Penult Application Form. Section A (General nformadonl It No. Process No. D Ae 0 New Roof Low S1 O Pcdc)fi, - _e. 1�1 Ails ,_ 7 „ b BY: ®-- esaeevo°oee ®amao- \4. 0_1 SI / / f 4.: NPLIANCE WITH ALL FEDERAL ITY RULES AND REGULATIONS \ Slope :eltic Shingles t Rerooff g pe Roof Area (SF) 3 c2" ROOF GA7EtfORY 0 Mechanically Fastened Tile 0 Metal Panel/Shingles 0 Prescriptive BUR -RAS 180 ROOF TYPE 0 Recovering 0 Repair ROOF SYSTEM INFORMATION Steep , Roof Area (SF) '/ Section B (R • Plan) 0 0 Wood I T. Rs Miayi Shores Viel�ea r 0 > 4' i f � (ZONING DEPT) ci Ili C7 ketch Roof Plan: Muetrate all levels and sections, roof drains, scuppers, overfow scuppers and overflow dra1ns. Wade dimensions of notions and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. • • INV 16.94 2010 FLORIDA BUILDING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. Additionafly, the following items should be addressed as part of the agreement between the owner ant the contractor: Tt a oiriMer s inffiat iris fie designated space. n fates. that time it i ei`tieen. xplainei . \/ 1. �` 7 P Aesthetics- Workmanship: the woriarmnship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetic (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. y 2. E i P Rending wood decks: When replacing rooting, the existing wood roof deck may have to be renafled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). v 3. ® P Common roofs: Common roofs are those which have no visible delineation between neighboring units (.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent traits of rooting to be performed. t.- 4. PP Exposed Ceiling: Exposed, open beam ceilings are where the un derslde of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, rooting nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. • k 6. b V Potting water: The current roof system and/or deck of the building may not drain weft and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an Indic anon of structural distress and may require the review of a professional sfructu ral engineer. Pounding may shorten the life expectancy and perfonnance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 4 6. f) Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a builduax of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wail outlets) are not provided. It may be necessary to install overflow scuppers in accordance a with the requirements of Sections R4402, R4403 and R4413. 7. E rJ 1 Ventilation: Most roof st ucture.s should have some ability to vent natural allow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation than not be educed. It m <; be beneficial to consider additional venting which can result in 1 nding the service life of the Ate r /Agen ' s, Revised on 71912009 LD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sole Application) Surfaci �: % / Fill In specific roof assembly componcomponents and identify manufacture (h a component is not used, identify as "NA") Fastener Spacing for Anchor/Base Sheet Attachment: System Manufacturer: 619/4_ Product Approval No.: o7 /e/9.07 • Design Wind Pressures, From RAGS 128 or Calculations: P1 :_.1Zo Pr'U Y% 1 P3• /Z • C2 Max. sign Ptiess ure, f7 Z t h • .;" s psoifo . Praduot Approval system; Dedc: Type: WoC.2d Geuge/1lntckness: 5,/r Slope: Anchor/Base Sheet & No of Ply(s);�lcrsS /3r.•,s� Anchor/Base Sheet ter .. : , • : r : rlal: Insulation Base Layer: / a `a d ,95e Base Insulation Size and Thickness: 4 Base Insulation ner/Bondhng Top Insulation Layer: ?.5 0 _c 5 • Top Meuletton Shoe end Thickness: / ,• (Y"/ / Top Insulation Fastener/Bonding Material: Ho Base Sheet(s) & No. of Pty(s): Base Sheet FasteneffBonding Material: 9/4, Ply Sheet(s) & No. of Ply(a): . Ply Sheet Fasterer/Bondtng Material: v 7bp Ply; © Cq 5-44 Top Ply Fastener/Banding Material: D 2010 FLORIDA BUILa1NO CODE DUILDfl45 Field: / ,° oc ! Lap, # Rows Z @ r" ° oc Perimeter. V " oo Lap,* Rows A ® p o0 Corner: _Z° oc 0 Lap, # Roes 4 0 ° os Number of Fasteners Per Insulation Board: Field Corner Applicable: mPo Details as Woodblooking, Gutter, Edge Termination, Flashing, Continuous Cleat, Cant Strip, Baee lashtag, Counter- Flasfting, Coping, Eta Indicate: Mean Roof Height, Parapet Height, Height of n 7dckn Flashing, Component Material, Material7ess, Submit erg Details that Coe RAS 11 and Chapter 16 16.35 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 190 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 Conventional Bullt -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Roofing Sub- Cateeorv: BUR peck Tvue:, Wood Maximum Desien Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • TABLE 1 Endiat Dimensions Leak BusterTM MatrixTM 3, 5, 55 gallons 307 Premium Asphalt Primer GAF Mineral Shield"' Granules Leak Buster"' MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatriXm 303 Premium Fibered Aluminum Roof Coating LeakBusterr' MatrixTM • 322 Elastomeric Roof Cog LeakBusterTM MairncTM Select Asphalt Emulsion Fibered 306 Leak Buster"' Matrix"' 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM Matrix"' 201 Premium SBS Flashing Cement GAFGLAS® #75 APPROVED Test Sneciflic ation ASTM D 41 60 & 1001b. bags ASTM D 1863 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons ASTM 1227 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 ShieldT' Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 01-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLASe Flex PIyTM 6 GAFGLAS® Ply 4 GAFQLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® El minatorT' Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID ® SBS Heat We1dTM Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS HeatWeldTM PLUS RUBEROID ® SBS Heat- We1dT'" PLUS FR RUBERO1D SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet 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 Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37') wide 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 Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type 02 BUR Product • Description 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. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules Tvith factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and 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 available in three sizes. Fiberglass base sheet impregnated and 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 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. Non Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) • RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBBROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) r:PPROV D ,Dimensions, 3937" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) • wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) Wide Test $pecifieation ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D5147 ASTM D 6164 ASTM D5147 ASTM D 6164. ASTM D 5147 ASTM D 5147 ASTMD5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D5147 ASTM•D 6163 ASTM D5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929. ASTM D 635 Product Description SBS modified asphalt base sheet and inteiply sheet reinforce with a glass fiber' mat. 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 mineral granules. Non-woven polyester mat coated with polymer - modified asphalt and smooth surfaced. 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. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. 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, polyes'reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non-woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven fiberglass mat coated with fee retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Nonwoven polyester and fiberglass mat Donned 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. NOA Na: 07- 1219.09 Rspiration Dais 11/04913 Approval Date: 0 • Page 4 of 19 Product Dimensions Leak BusterTM MatrixTM 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTm 5 gallons 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTm RA, RN Composite A & N EnergyGuardrm Fiberboard EnergyGuardTm Permalite EnergyGuardTM GAFCANTTm EnergyGuardTm Permalite Recover Board EnergyGuardTM Tapered Edge Strip EncrgyGuardTM Perlite EnergyGuardTm High Density Fiberboard EnergyGuardTM Composite EnergyGuardTm Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck Dura GuardTM Structodek SecurockTM Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Partite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA • ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only ==5, plastic plate only (Table 3) Density /ft2 °P) EnergyGuardTM, EnergyGuard1M Composite, EverGaard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite • Minimum 1" thick N /A' N/A . EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum %z" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A • N/A Note: All insulation shall be adhered to the anchor sheet in fall mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield5Non- Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTe Eliminatof''M • Nailable, RUBEROID® Modified Base Sheet, RUBEROIDe 20, RUBEROID Heat WeIdTM Smooth or RUBEROID® Heat WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" 0.0. at the lap staggered and in two rows i2" o.c. in the field. (Maximum Design Pressure -45 psf,, See Genet'. eneral Ldtnitatdon #7} NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-Tecm steel plate or Drill-Teem AccuTrac Plates, 12" 0.0. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maki Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TeeTM 012 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Teem 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 Lbnitation #7) Any of above Anchor sheets attached to deck approved annular ring shanknails and 3" inverted Dri11 -Teem 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) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill Teem steel plate or Drill -Term 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 —75 psf, See General Limitation 07) Base Sheet (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® 080 ULTIMATM Base Sheet, GAFGLASSTRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat-Weld' Smooth or RUBEROID® Heat -Weldor directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIym 6 sheet, 080 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT' Mineral Surfaced Cap Sheet adhered in a full mopping of approval asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. • Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 Ibslsq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak Buster"' Matrix's"' 103 Cold Process Adhesive applied at a rate of 3 gid. /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- 40lbssq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' Matrix"' 715 , Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SH Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM 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 sidelap 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 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with 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 No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ROOF COVERING DAATERIALS (TEVT) • Roofing Systems (TG.FU)-Contatued systems. GAPGLAS #80 Premiurn Base Sheet may be used in any 'of the following • 9G0glas Flax-Ply 6" is a suitable altemate•to "GAFglas Ply 6". "GAFTEMP Permalite Recover Board" niay be used in lieu' of any perlfte insulation in any of the following NC Qfcatioi, s. Class A, B and C • - membrahes. Hot roofing asphalt for use wfii organic and glass feleor modified. bitaMen . • 'Rnbeivid Haab:Weld" SES roOting•mernb raner may be Awed in lieu of "Ruliemid Mop" SBS products-in an't applicable Cassificatidn. • • .' . Class • 1. 17,ethc C5/V. • Inclinw 3. • Annila1s1 l ert ., • 9n ..(QPtonah• One Or' nPeIn4 4. 0 04 glass iocyarrnehane, Perlite/laongenunain• orintposaedtedtel urethane composite, woad fiber/isocyanurate cOmposi!nephenolic, ay thiclmess. P11 Sheet Three or more layers Tye Gi "GAPGLAS Ply 4" Or Ply S.!, lcit:mopped. a:4*w . Grave). 2. Deck C-15/32 2 . • •Insuktion (Optional); One oCniore.layers.peilia, wooct 'fiber glass fibei.• lawmen:4 •trefiiane, indite/isogon:a-44. coinpsij:e,, urethane. coro.posiin, wodd Rherrisooyanurate ocantosi* p11tq. any, 4cknegii- 'tree or ..ritore layers Type GI TA7Gtikel*"47 or "GAPGLAS 6". . Sheer. Cap Sheet One liyer. Type G3 "GAPGLAS.aueral Surfaced, Cap • 1 3. Decic•NC • • Inalhapa 2 • • • ••• • fiber •isayanniate,* pedite_ilsonyeiralet coullSosi*„/ urethane cornpotiterwood fiberhsocyarturate •noinposile; phenolic, 2 M• , . . • Inaration; ( • : One or labia layereperlita, WedAthefc glass inax. • PI 'Sheet. :Two or reore iayeas Type GI "GAPGLAS Pip 4" or'"GAF- Ply 6"... - 3. • • • Sheee. " C a p $ h e e t One' layer Type Gi''`GAFFaks ly.4erkSurfaied Cp 4. •Decic NC • • Inclinft 1/2 • • -. Insulation: One:or twelayers Isotherm R";4 iblEie411.of•moiRed. Ply Sheet Any TX Classified gravel suite:red Claes a:spiusat glassliber mat system • ' • ' Sine& C-15/# • . - • Incline 1 . • SlipSheet (Optioijal), 'Red' rosin. paper hailed to decka • ' q Base SEeet Ore layer of Type G2 "GABOL-As:075•BaifeSheet" (me-be nailed). . Ply Sheet One or nand layers ofIlype G1 "GA.FGLAs Ply. 4" or dCAPGLASTly 6°. . • • \ - • q • • ' . :Cap Sheet One layer of Type G-3 ".9ANLAS Mineral Surfaceji Cap, • Sheer. : . Desk NC • it••°:- Base.Sheet One layer of Typet2 "E/AXGLAS475•Base Sheet". Inclin 3 • • Ply Sheet 'One or...more layers of Type GI '"GAPGLAS. Ply r • GAPGLAS Py6b. • ' • • • - ••• ,-.• Slaeer. • :':::•• • Cap Sheet One laker)of Type G-3 "GAPGLAS IfineralSiirfacid Cap W. Dealt C-1.5/32 • ....: • • /*none, 2 ' •.,... , ... . • +•e. Insolation: One Or more layers pedite, &WM*. iscictInurkit ure- thane, pellite/isoctanuitttecoraposite, Perlite/nrediaietiota.pcoi7te, phe- -.1„. • nolle, LO in. min. (ofEsei•from plywood joints 6 in.). • • •• '',`: .• Base Sheet . One or more layers of Type GL.G2•or G3.• •i';.• ...- .Membrane One or layers of "Ruberbid Tordi' or Or-, peule), "Ruberoid Tordi Plie (granille), "Rulieroid KT.". ericipth or Re! 4 • rciiinule) 'or "lbalierOid Mop Phis" (Amite). 1. . .1. .g..1W- Cap Sheet "GAFGLAS tifineral Surfaced C.Erp Sheet", hot mopped. Deck: C45/32 - • Incline: 2 • ( 000=1): One or more layers pr-lite, wood fihe4-glass ifv7ik•,;:i...! flee isocyanurate, urethane, perlita/isocyanurafe. cOmpositer perlite/ .s..azrethane composite,. wood fiber/isccianurde c°111P°site' PherupliC any ..thickneas. sase Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. • •"•,•-•Membrane: 0 or more lay= of "Ruberoid Torch" (smooth or ' • • ...tonunial "Rubel Torch Plus" (granule), "Ruberoid Mop" (smoOth or panule) or "Ruberoid Mop Plus" (granule). FlOOF•DOVERINO MATERiALS (Tall • Roofing Systems (TCPU).-C-ontinued Cap Sheet "GAPGLAS humeral Surfaced Cap Sheen:hi* mopped. I. Deck C-15/32 - • Class B ' Inclhie3-1/2 hicilation (OPtionail One or more layers perlitk wood fiber glass Be; isooyanurate,•luethane, perlitehs.ticyaurate:homposite perlite/ urethane composite, wood fiberpiohyenurate corapofe; ef phenolic, any :thickness- • ' • 4. , . • *PlY Sheet Two 'or more layers of 1e GI "pr 45 Ply'. 4" or '"GAFGLAS Ply 6" . PeFL. Cep. Sheet Tye GS.".GAPGLAS kfinerel•Sue ht' fiund Cap See, hot . • .., 2. Demol2cic..C-15/k. • • :.* • . ' . aneltru5,34# • '___ .. • . . • • .. :. Insulation (OptiOnal):' 'One' or 12v:ire:Ayers .!...., wood Va.,,p glass see.lsocyantuate, urathar4tEerli... t:e/isomintnati. 3n11;mite, ZaillW urethane composite, Wood Bberhsocyanuraie composife,.plienpc, any thickness: . 4 age Sh eet liwocirx.aosilVer41 (1C47a Gi, GZI:intik • , . ,.... or cairalerne .kf.lubelkil.tartbgrch: " *rthit'aoth or graiille),*fRubeioieff* Flue (gran*, ' . ' "Moi". (smooth or . gianule)-or "Rubareinilop Pink (granule); ** ' '•••• ' , ..; . cap Sheet "GARGLAS-1..aneral Surfaced Cap. Sheer:ink nit:tad. . • Class C .. . .... •• - • t• ..• 7 1. DecIC C-15/32: • _.., .: • Inella in .,.. • Insulation (Optional): One or more layers perlite, weed; Mae glass fiber, isocyannrate, urethane, perliWisocyannrein crmposite, / , u*thane•compoiiite, wood fEber/lsooYanurataoPnWoutte4 Pinfno any • . PlY_filleat .71:1;11. or =Ore layers of Type Gl..."GAga,Ag. ply 4,, or • ...• . • • ••,•-• • • . "GAFGEAS Ply 6". • .Sarfachap "Special, Roofing Binnneiral.iss/4•,•• -• • L Deck C-I5/32 COAL TAR. PELT SYSTEMS. WITS., lifIrtm•Re,00172 . Cli COAL TAR i• Cie A.. • ' . • ,,. - .. • . 7 bards,* (optiorial...1:...Orte-or *more layers perlftevwpod.fthe4 . . fib% isoasnrate taittmae, petie. . ./isocyaronsdte.,composita,. ''''' orethime composite, wood fiberhsocyamaate compose p1mnoIi, any • PIP'. Sleet' linac;*or inori layers of Type GI "GAITGLAS P)y 4" or ,.T.APPLAS.213,11., hot mopped With coattar bitumen..., stiztead4 • . - - ., L iDedc NC-. • .., .1 • . • . CONK14.457014401:.:Ait5.5.re0:ni:. S2 YSTEKS. . / . • 121144017.,(OPtiOnan: One o $•a c)nore lor21:4 PM*, nlod'ir Pr gla. fiber 2 in. max • .. Ely:Sheet. Three or more:layerst.of -Type al "GAPGLAi Ply 4" or "GAPGLAS Ply 6". . • :. .4Am:fee:kip.. Grundy Industries "al. MB Aliiminuriu &Mkt:et:ice at 14/2 al/ sq. • in • 2. Deck NC insulation (Opflonal): ODA, or more layers•perlita.,wOod fibe4 glass • . . • Incline: 1 !;... • • :; .jibent:itopyaannte, urethene. j perlitegsoryanurate. rfimposirei. perlite/ nretherje coraposita,wood fiber/idocyaninate romRositeeptienolic, any • thickness. sPly..Elaeet Three, .or mom:layers of Type GI "GAniAs Ply r or • "GAPGLAS Ply 6". • • • Surfacinp "Weather Coat Eroulsionl•ap 3. gati.aq, . • 3. Deck NC •• • • • . . • , • Incline:.1/2 • Insalation. One or two layers "Isotherm R", 4 in hot inoPped. • Ply She .Axyt1L Classified. gravel surfaced Class A asphaltglass fiber : :Decic NC Incline: • • laudation (Optional): Isocyanurata, perlite, isocyanurate/cmposite, • wood Sea and glass fiber any thicluiess, menhaltialnY fastened. • Base Sheet On ply Type GI or G2, methanically fastened or hot 'asphalt. Ply Sheet One or ir-ore plies Type or G2, adhered with:hot roofing : SurfaciriF "GAP Premium Pib.rect Aluminum Roof Coating'', 14/2 3. Decic NC •gal/sq or "GARWeather Coat Emulsion!, 3 gal/sq. Inclhie: 1 • Insulation (Optional): Perlite, glass fiber, polyisot /emirate, wood finer, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT • mopped. • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Verity HunfaaneZone Uniform Perrot A Section C (Low Slope Application) Fti1 In specific roof assembly components and Identify manufacturer (lf a component is not used, identify as "NA") System Manufecturer 6-`s — Product Approval No : U - /Zl 1 . y Cf Design Wind Pressures, From RAS 128 or Calculations: P1: 7. E(/ '' Ps. /2/ • C� Max. Design Prcosurg, from the spec�lo Product Approval systems 5 Deck: fit/t7 ®c1 Gauge/Thickness: 573' Slope Anchor/Base Sheet & No. of Ply(s): sL Anchor/Base Sheet Fasts %V Insulation Base Layer /ye,, Base insulation Size and Thickneee: -___L Base hsutation Faetener/8ondbhg Material: 11 Top insulation Layer: top insulation Size and Thimosms: Top Insulation Fastener/Bonding Material: / Base Sheet(s) & No. of Piy(s): /%7l4._ Base Sleet Fasten ng Maberlak Ply Sheets) & No. of PIy(s): �:!/ ' h ' /rt] Ply Sheet Fastener/BondMg Materiel: (, D Ply: Top Ply Fastener/Bonding Material: MO FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 1 ° on @ Lap, d Rows Z ®1n oc Perimeter. y oc arF Lap, d Rows 6 j° oc Comer : ° oc Lap, d Rows G @/ _ oc Number of Fasteners Per Insulation Board: Ref Parinrts r Comer illustrate Components Noted and Details as Applicable: Woodbiooldng, Gutter, Edge Termination, Stripping, Fkehing, Continuous Cleat, Cam Strip, Base Counter- Flashing, Coping, Etc. Ong' Indicate: Mean Roof Height, Parapet Hem, fight of Base Flashing, Component Material, Material Thickness, Faetener_lype, Fastener Spacing or Submit Manufactur- ere Details that Comply with RAS 111 and Chapter 16 lam • win BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA GAF Material Corporation. 1361 Alps Road Wayne, Nd 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAR (305) 375 -2908 SCOPES 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 Conventional Built-Up Roof System for Wood Decks, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code kdgatively 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 Bullding Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of - : 1 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No. 07- 1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 1 of 19 • ROOFING SYSTEM APPROVAL cam= Roofing Sub- Categorvs BUR DeckTvne: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: • TABLE 1 Product Leak Buster MatrixTm 307 Premium Asphalt Primer GAF Mineral Shieldm Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak Buster MatrixTm 303 Premium Fibered Aluminum Roof Coating LeakBusterTm MatrixTm 322 Blastomeric Roof toating LeakBusterTm MatrixTm Select Asphalt Emulsion Fibered 306 Leak BusterTm Matriem 204 Wet/Dry Roof Cement RUBBROIDD Modified Bitumen Flashing Cement LeakBusterTM MatrixTm 201 Premium SBS Flashing Cement GAFGLASS 075 Dia enslo 3, 5,55 gallons 60 & 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Sneeittlon ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in bugt up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shieldm Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D-4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base shect. NOA No.: 07- 1219.09 Expiration Data 11/04/13 Approval Dates 03120/08 Page 2 of 19 . Product, GAFGLAS® #80 ULTIMATA' Base Sheet GAFGLAS® Flex PlyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated .GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBERQID® SBS Heat WeidTM Smooth RUBEROID® SBS HeatWeldTM Granule RUBEROID® SBS HeatWeldTM 170 FR RUBEROID SBS Heat We1dTM PLUS RUBEROID SBS HeatWeldTM PLUS FR RUBEROID SBS HeatWeldTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (I meter) wide 39:37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (3937 ") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 • ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 ASTM D 4897 D 3672 ASTM D -6164 ASTIvi D -6164 ASTM D -6164 ASTM D -61.64 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Descrintion 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. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated"oin 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 available in three sizes. Fiberglass base sheet impregnated and 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 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. Non - Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 121909 Expiration Date: 11/04/13 Approval Date: 03 /20/08 Page 3 of 19 • Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID W MOP . 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID ®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) • Dimensions 3937" (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 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) Wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM.D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929. ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber' mat. _ 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 mineral granules. Non-woven polyester mat coated with polymer- modified asphalt and smooth surfaced. 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. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt; surfaced with mineral granule. 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. 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 gramdes. Woven fiberglass mat coated with Polymer modified asphalt and 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. NOA No.: 07- 1219.09 Expiration Data 11/04/13 Approval Dale: 03/20 Page 4 of 19 Deck Type 1: Wood, Non - insulated • Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. AU General and System Limitations shall apply. Fire Barrier. FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet STRATAVENT® Eliminator m Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat We1dTM Smooth or RUBEROID® Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options :. OAFGLAS® Ply 4, GAFGLAS® Flex Plyh 6, OAFGLAS® #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" oz. in the field. (Maxim= Design mare- 45p�sj; See General Luton #7) GAFGLAS® Pty 4, GAFGLAS®Flex PIy= 6, (JAFGLAS. #75 Base Sheet or any of above Base slum attached to deck with Drill-TecT" #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill Tecm AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approxinutteiy 12" o.c. in the field of the sheet. (Maximum Design Pressure - 4Spsf, See General Lion #7) GAFGLAS® Flex PIym 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. . (Maximum Design Pressure -52.5 psi; See General Limitation 00 GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Marinuim Design Pressure -60 psf, See General Ltmitalion 87) GAFGLAS 61175 Base Sheet or any of above Base sheets attached to deck with Drill- -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Term steel plate or Drill-Tecm 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 - 6Opsf, See GeneraiLbnitation #7J Any of above Base sheets attached to deck approved annular ring shank nails and :3" inverted Drill-Tecm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 60psf, See General Limitation #7J NOA No 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® 1175 Base Sheet or any of above Base sheets attached to deck with Drill-Tedrm #12 standard, #14 or # 15 Screws and 3" Drill -Teord steel plate or Drill -TecTM AccuTrac Plates, 8" o.o. in 4 rows. One mw 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 Llhftatton #7) Ply Sheet: One or more plies of GAFOLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbssq. Cap Sheet (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following; 1. Gravel or slag applied at 400 lbssq. and 300 IbsJsq. respectively in a flood coat of approved asphalt at 60 lbsdsq. or applied in a flood coat of Leak BusterTM MatrlxTM 103 Cold Process Adhesive applied at a rate of 3 gal /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFOLAS® 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 lbsisq. 3. Leak BusterTM Matrix-1u 303 Premium Fibered Aluminum Roof Coating,.at 13 galls q. 4. Leak Buster`s MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® FireshieId Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnereCote roc `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 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIynd 6 when used as a mechanically fastened base or anchor sheet 2. Mmitnum 'A" Dens DeckTM or %s" 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 sidelap 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 121bs sq. Note: Spot attached systems shall be limited to a maximum design praisers of-45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is speeifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with 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 speeiflcally referred within lids NOA, General Limitation 07 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 91-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE _DJ NOA No.: 07-1219.09 Expiration Data 11/04/13 Approval Date: 03/20/08 Page 19 of 19 GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. %Z-in. thick (minimum) gypsum board or 1A -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" 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 G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or " DensDeck DuraGuardTM 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, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "Tri-Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. " EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS '? Ply 4" or "Tri-Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"! Venting Base Sheet (Perforated)" or "GAF Stratavent® r Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "RuberoidF4 Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gl or "GAFGLAS+D Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gl or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS EnergyCapTM TM BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gl " GAFGLAS® Ply 4 ", "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply? Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri- Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Surfaced Cap Sheet ". 12. Deck: C -15/32 Incline: 1 Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1 -in. minimum (insulation joints offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS O Ply 6" or Type G2 "GAFGLAS O #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet ". Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid Torch Granule Plus" or " Ruberoid@ Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoido Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri-Ply SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri-Ply® TP-4G" or "Tri-Ply® TP-4" or "Ruberoido Dual Smooth." Cap Sheet: — "GASFGLAS 'I EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 13. Deck: C -15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 "GAFGLAS 0 #75 Base Sheet ", "Tri-Ply® #75 Base Sheet ", or Type G3 "GAFGLAS O Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet ". Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoido Torch Smooth" or "Ruberoido Torch Granule" or "Ruberoido Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoido Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoido Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatchTM APP Modified Granular" or "Tri-Ply® TP-4G" or "Tri-Ply® TP-4" or "Ruberoido Dual Smooth ". Cap Sheet: — "GASFGLAS EnergyCapTM BUR Mineral Surfaced Cap Sheet ". 14. Deck: C -15/32 Incline: 2