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RF-11-1630Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164126 Permit Number: RF -9 -11 -1630 Scheduled Inspection Date: March 29, 2012 Inspector: Rodriguez, Jorge Owner: BROWN, BRUCE Job Address: 402 NE 95 Street Miami Shores, FL 33138- Project <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)758 -1303 Parcel Number 1132060140470 Phone: 305 - 757 -2612 Building Department Comments RE -ROOF FLAT ROOF WITH GAF 3 PLY SBS MODIFIED BITUMEN OVER 1.5 ISOCYANURATE INSULATION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 28, 2012 For Inspections please call: (305)762 -4949 Page 5 of 22 NOTICE OF COMMENCEMENT A RECORDED COPY MUST PERMIT NO. STATE OF FLORIDA: COUNTY OF MiAMI -DADE: BE POSTE) ON THE JOB SITE AT TIME OF FIRST INSPECTION oI 4f oc-7c TAX FOLIO NO. 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 2. Description of improvement reet/address: Oal A.) E 9S- 00f C� 3. Owner(s) name and address: .A>� Interest in property: Name and address of fee supple titleholder. 4. Contractor's name, address : d • • e liv 11111111111111111111111111111111111111111 1111 CFN 2011R0831103 DR P•k 27924 Ps 0080; tips) RECORDED 12/12/2011 14:07:08 HARVEY RUM! CLERK OF COURT MIAr1I -DADE COUNTYr FLORIDA LAST PAGE pace above reservea or use or recvrumy ..ua.e SHo r 3 3S' FGA' t!�L��ii�ih' 5. Surety: (Payment bond required by owner from contractor, if any, Name, address and phone number. 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 Uenor's Notice as provided in Section 71303(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is spadfted) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE 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. Signatures) of Owner(s) or Owner(s)' Authorized Officer /Director/Partner /Manager Prepared By Prepared By Print Name cld,C' �� . Print Nam (*JD Title/Office ,�; „� Title/Office STATE OF COUNTY 0 The forgoing instrumentryva know(Qdged before me this By day of ndividually, or as for ❑ Personally known, or 0 produced the following type of Identifi on• Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 52.525`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. Signatures Owner(s) or c.-rATE OFFLOROM Odra D. Hart Vision s'DD867359 Expirts: APB. 02,1013 mar atom: ma: gorr vi cc, rxe Authorized Officer/Director/Partner/Manager who signed above: By STATE OF KOWA, COUNV CO,' i= HEMP/ FYMei thfa . Q'14:clfy origfnal Nod in this Owe at dev gf 'EC 12 zap AD2Q.._._ 6�411NESS my h and Otciai Seal. HARVEY R1 , CLERK ofCftoutt and County Courts l.4A a h� 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 � Permit No. 1 j l Master Permit No. BUILDING PERMIT APPLICATION FBC 20 IEMERCE ',Er 0 1, 201 Permit Type: BUILDING ROOFING OWNER: Name (Fe Simple Titleholder): 1.6-4' etv /fo&J i✓ P hone#: 3c 7 /f-- lv Address: L »E / f City: esk/ / 5 70 /l e s State: A—L Zip: 34/11 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: X01 A4 PS-5c City: Miami Shores County: Folio/Parcel #: / 1 3D-06 01 (1 0 Is the Building Historically Designated: Yes 0 Miami Dade NO r/ Zip: 35/32" Flood Zone: CONTRACTOR: Company Name: /3 �r�0[', �� /� Phone #: 55 7S7 /Z Address: /.5—q 97 sr City: He 4-m / SPA) /t 'S State: Zip: 3 3 /3 Qualifier Name: j <s SIri007---- Phone #: 3e 757'4,24 %z State Certification or Registration #: c( C 0/ 3 0C Certificate of Competency #: n52%109654 i Contact Phone #: Email Addres ;L' ,404 oa eco/ C 6/0 DESIGNER: Architect/En: neer: - Phone #: V Value of Work for this Permit: $ /0 9 3 7 Square/Linear Footage of Work: g 7' Type of Work: ❑Addition ❑Alteration // ❑ ' New epair/Replace ❑Demolition Description of Wo k: ?r 40 r 91 ho i n 64-f 3/4 5/53 O fc Pc, / S- c C '',4 ** *** * ****** ******** ****** ******* IC** ***F **** x**** *• x+ xx: ******+ x ****** *******a: ***x:***** Submittal Fee $ Permit Fee $ 6 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ °`31 • 10 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, BOIT.RRS, 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 subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature f re a caner or gent The foregoing instrument was acknowledged before me this day of 20LL , by 6(iu tbrntrA)I who isers known to me or who has produced As identification and who did take an oath. 2 NOTARY PUBLIC: Sign: c Print: My Commission Ex mart litaviAC-STAi:k. Or k Odra D. Hart Oxamisaiou #D ExPl= �, " '' 02, EU inn Ma= DOATMO Mt- Mt Signatu Contractor ryry The ore oing instrument was acknowledged before me this_° , 20 fl , by Jainps 0.6bc day of a who is pers nally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex Scadrz D. Hart Commission ODD867SP 02, to . °ter r ****** **************m**** ******** **** ******** **** ********+x+a********** ********** *********a:******** **** ***** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Wawa .5.4 'Veit We Veitanemegge 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305.756 -8972 • OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: A2vet~ 4 ,u) ,) Property Address: S®02- ,d, 95- 5r, Roofing Permit Number: Date: t- Z -- Dear Building Official: I 6i2ae-c fro a4) certify that I am not required to retrofit the roof to wall connections of my building because: just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade 42,ve e Print Name roue The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this �► Y day of � � � 1_ iD. lit Notary Public, Sate of Florida at Large ''Wan the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300.000.00, and the building was not constructed with .:Bi; nor a 199.1 SFBC. Then you rnust.provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name 0 4 £ti%O o GLnJ9 Job Address o - N E /-r 5r - Ee r Low Slope I I Asphaltic Shingles ROOF CATEGORY Mechanically Fastened Tile C Metal Panel /Shingles C' Prescriptive BUR -RAS 150 ROOF TYPE C� Morta [1 Woo Li New Roof tRe- Roofing U Recovering Ll Repair Li Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ,B7 687 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scupper overflow drains. Include d ' ensions of sections and levels, clearly identify d pressure zones and Io «:tion o •arapets. 5p-Al(S#1 5 -(7,1E rtlo sc e slons pper§ !and • f elevated ;,.;.n ,; = :; 1+ II::v :�� II : ii_.'R U pill; - i ' i- -G TI ii iiiiii ■ i�::ommomme:�: ■,�■11� ■ ■ ■ ■f/.�� ■��■ ■ �■■ ��■ ��■ ��■ �� ,��N�ir■i�..�iiiiiiiiii�f■i■ r. low ■ ■■ ■'.. w■ If�■■ _ _ Cu ■l■■ fly ■:IH •"i'=•�� =�C�' �1' .�■'�'�::��'1'�.S'111111111111.4111111 111 r�i �_rll i�l, �■ ■i Emma ■am■■■■.■■■■uii■■■■■■■ 11 :� : um �'�i = =SIQ■■ C :I ii. al 1 ,! i"i, ��. •I� .t 11111 :.111111 it ei■�i ' ij =: UU r ■■ p1�' I' y,�: 1: rIlmmu:■i■i ■ ■■ • .i:: i" 1 ■ : NI p ■ ■ _/��I1� ■ ■/■ arL�y�r ►/. f ■ ■ ■ ■CO: ::: :111 11 ■.. .0 ■.� 11 :=1U1 Rpm. ■ ■■■■■1■■.■':■■■■■■■■■■ .... �:::'■:: :�i:� :O::::::::: :::1'::1i 11 ■! ■N .. ■ ....!! .... �� ■. ■.■ ■.�■.■■.� ■Y.■.■■■■■■■.■■■:■■ ■■■u■■i: ■ .. ■i .■ ■C ■ ■ ■ .u■ ■ ■,r-S a ..i■ _ _ ■_■■ ■r ■11111::::.:x11111.1111 ■■■• ■ =■- . ■ ■■■■■■ ■■ ■■ ■ U:■ : ■1 C• 1 -; �� , 1■■..■ ■■■■ ■■ ■■ UU ■11./1■ ■■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■1 ■ ■.� ■■ 1UA111::■■■■■■■■■■L..■■..■■ .1 ■i 1 .1111§001111111110411111111111191 ::11:■ 01 • ■:■11:.%11::::::::::1:■ 41.. ■.B■�■. ■■�� ■. ■■■■1 �— ■■ ■■■ 1■ :: : 11 =: ::.•::: 11 :■■■■■■■■1■:'.�i�.=1■1 ■:�■:: =is:: 'mi:■a■ ■.::::un::°•:::::::::1� oll ul':■■■.■■■■■■■■■1. ■ ■■de I■■: 1:11 ■:::::$:::::::::a°■ ralap'::C l :1 ■: :.. ■■ ■ ■ ■ ■■.■ ■ ■ ■.. ■ : 1 CI 1 11: Ii1Q�1 :1111��1 1■ 1 111........111. • ■ ■11� �: ■i iiii3 C��i::: 1 1��:::: �� ill u) - Z 0 w - 0 < w —' 3 J u_ < Cr Y a I- 2 U LI- Z } a � 0 • z_ • C O c: n U < 3 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application, Section C (Low Slope Application) P11 in specffic roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: I Z Pmax2: 7- 3 Pmax3: 13/. `-/ Max. Design Pressure, from the specific Product Approval system:, 5-2 • .I Deck: Type: Gauge/Thickness: r' yy Slope: r AnchorlBase Sheet & No. of Ply(s): tf i-1 I yew. A- 630 Anc orlBase Sheet Fas enerBondi M terial: Sly" � yS r ® ,� /.2 Insulation Base Layer �C(q/}i�.!/Z offr Base Insulation Size and Thickness: /5 `V x `f Base Insulation Fasten !Bondi Mate I: /d.c r- Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: ie4-oit4rfd 5;71-41-,74 a&-A17- Base Sheet(s) & No. of Piy(s): Base S®eF ne g Material: Ply Sheet(s) & No. of Ply(s): i,' ,e ' Ply Sheet FanerlBondi g � rjal: e Top Ply: �v / - /r%d ' f7a Fi Top Pty Fas r7 MatEria(,q FLORIDA BUILDING CODE — BUILDING orm. Surfacing: /A- Fastener Spacing for Anchor/Base heat Attachment: Field: lP " oc @ Lap, # Rows @ 6" oc Perimeter L " oc @ Lap, # Rows 1®ig 4" oc Corner. ' " oc @ Lap, # Rows (0- 0! @ G " oc Number of Fastener? Per insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Owner's Notification Form 07 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. /� w 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. lk j�® . 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 Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). rA:Aiii 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 roofmg contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. -ail 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be rail. P g P P g 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. _r , , . 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. 6. Overflow scuppers. (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up 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. entilation: Most roof structures should have some ability to vent natural airflow through the i erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: r Property Address: ¥ „/' •_97 7 .1111111ir' 'AlariffffralPP. Date: / Permit Number: / MIA M IGZE BUILDING $BODE COMPLIANCE OFFICE (BCCO) PRODUCT CpNTROL DIVISION NOTICE F ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Mateca1 Corporation 1361 Alps toad Wayne, NJ 07470 SCOPE: This NOA ii 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 ehall not be valid after the expiration date stated below. The Miami -Dade County Product Control Di'Fsion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the fight to have this product or material tested for quality assurance purposes. If this product or material fair to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH0 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiq'tion. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prou'uct 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 tho High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAI`?, 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 has been a revision or change in th9s 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. Fi ilure 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. INSPECTIODN: 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. NOA No.: 09- 0224.01 Expiration Date: 11 /06/13 Approval Date: 04/08/09 Page 1 of 31 APPROVEh INSULATIONS: Product Name EnergyGuar`rM Fiberboard EnergyGuard'M Permalite EnergyGuard,* Strip EnergyGuard Recover Board EnergyGuardR " Tapered Edge Strip EnergyGuard 'M Polylso EnergyGuardFM RA, RN EnergyGuard!rM Composite, RA DensDeck® '' DensDeck Prime® DensDeck DtaraGuardTM Structodek® Structodek® TD SecurockTM APPROVED FASTENERS: Fastener Number 1. Product Name D411 -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty R Iofing Fastener 2. Dr 11 -TecTM ASAP 3. Dr11 -TecTM CR Base Sheet Fastener and Plate 4. Drill-Teem 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 gypsum 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 Play 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 W GAF Materials Corp. 3" and 3 %i" GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page7of 31 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Desc'iption: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or morn layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ftz EnergyGuardTM Polylso, RA, RN, EnergyGuardTM Composite RA, Minimum 17 thick N/A N/A Wood Fibe, Structodek ®, Structodek® TD, EnergyGuardTM Recover Board Minimum %" thick N/A N/A EnergyGuardTM Perlite Minimum 3h" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the PVT range and at a rate of 20-40 lbs /100 ft2. 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 polyisocyanrzrate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® Eliminator"! Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable Base Sheet, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any Options: 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 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 -TecTM steel plate or Drill-Teem 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 psf, See General Limitation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 9 of 31 Base Sheet: GAFGLAS® Flex PIyTM 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® #80 ULTIMATM, RUBEROID ®20, RUBEROID® Mop 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 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #I4 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 #V Any of above Anchor 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 #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -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 —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® PLY 4, GAFGLAS Flex PIyTM 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat - WeIdTM Smooth or RUBEROID® SBS Heat- We1dTM 25 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 Ibsisq (see General Limitation #4). (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 sheet, GAFGLAS® #80, RUBEROID® MOP Smooth, RUBEROIDel 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One or more plies of RUBEROID® 20, RUBEROID® 30, RUBEROID® EnergyCap SBS 30 FR, RUBEROID® 30 FR RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® MOP PLUS, RUBEROID® MOP FR, RUBEROID® ULTRACLAD® SBS, or RUBEROID® Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 10 of 31 Surfacing:I (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs./sq. 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- 40lbs. /sq. 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 gal. /sq 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 Prsure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 11 of 31 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens Deck or '' /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 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 MIAMI•DADE COUNTY APPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 TGFI?.R1306 - Roofing Systems ONLINE CERTIFICATIONS DIRECJORY Page Bottom See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Page 1 of 48 TGFU.R1306 Roofing Systems Roofing Systems R1306 "Ruberord 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or V4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" 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. minimum) roof decks. However, the butt joints in the gypsum board and G-P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "Dens Deck DuraGuard '" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard '" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminator'" 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 boaro 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 nclude "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® 575 Base Sheet" or "Tri -Ply 575 Base Sheet ", or "GAFGLAS® 580 ULTIMA ") is a suitable alternate for Type G1 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® Eliminator'" Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® 575 Base Sheet" or "Tri -Ply 575 Base Sheet" or "GAFGLAS® 580 ULTIMA" or "GAF Stratavent® Eliminator'" Venting Base Sheet ( Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tn -Ply Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "pert te" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. _ 1_:._ /V NIA 74,.. „,- .1 „trOl IQ12Y1.7I rR AMP. /shownaae.html ?name =T... 5/21/2010 TGFU.R1306 - Roofing Systems Page 8 of 48 4. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to I1/2-in. diameter river bottom stone at 1000 Ib /100 -ft2 or concrete pavers weighing not less than 10 -Ib /1 -ft2 and spaced not more than 1/8 in. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 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. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400-lbs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 11/2 to 3 -gal. /100 -ft2. 3. Deck: NC Incline: 1/4 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule ". Coating: — "Karnak No. 97" applied at 1' to 3 -gal /100 -ft2. 4. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11/2 -in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet: — One or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11 to 3 -gal /100 -ft2. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus." Surfacing (Optional): — Karnak "No. 97" or "169" applied at 1 to 3 gal /100 -ft2 or Grundy Ind. "20 F Emulsion" applied at 3 -gal /100 -ft2. 6. Deck: C -15/32 Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4-in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 1'/2 -in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite. Base Sheet: — Two or more plies Type G2 or Type G3. Ply Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 11/2 to 3 -gal /100 -ft2 or gravel. httn• / /rlatahace 111 enm /nai- hin/XYV /temnlate /T .!SFXT /1 FR AMR /chnwnaae.html ?name =T... 5/21/2010 . ,TGFU.R1306 - Roofing Systems Page 9 of 48 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3 /4 -in. minimum polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, 11/2 in. minimum. Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule) or "Ruberoid Torch Granule Plus" or "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule." Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2 -gal /100 -ft2. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass Fiber, 3 /4 -in. minimum, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 11/2 in. minimum. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", or "Tri -Ply #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4 ", "Tri -Ply Ply 4 ", or "GAFGLAS Ply 6 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" applied at 11/2- gal /100 -ft2 or "GAF Weather Coat Emulsion" applied at 3- gal /100 -1t2. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 11. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, polyisocyanurate, urethane or perlite /polyisocyanurate composite, butt offset a minimum of 6 -in. from plywood deck joints. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -Ply Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — One ply "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth "" or' "Ruberoid Dual Smooth." Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 12. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1 hot mopped in place. Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR." 13. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite. Base Sheet (Optional): — One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — One ply "Ruberoid Torch Smooth" (smooth) or "Ruberoid Mop Smooth" or "Ruberoid Dual Smooth." Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ". 14. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, urethane or perlite /polyisocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or 'Tri -Ply Ply 4" or "GAFGLAS Ply 6" or Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1'/2 -gal / 100 -ft2. Membrane: — One ply "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive applied at 11/2-gal /100 -ft2. 15. 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 Sheet " or 'Tri -Ply #75 Base Sheet" hot mopped or mechanically fastened. Membrane: — One or more plies "Ruberoid 30 FR" or "Ruberoid EnergyCap SBS 30 FR" hot mopped in place. httn: / /datahase.ul.com /cgi- hin/XYV /template /T,JSEXT /1 FRAME. /shownas?e.html ?name =T... 5/21/2010