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RF-17-2076 ja 1676 s °Q Miami Shores Village Palm + . Roof 10050 N.E.2nd Avenue NE �... awtrlcetassrt Flab Miami Shores,FL 33138-0000 permit 5t8ttr .>1#P61/E1D yYe— gae Phone: (305)795-2204 117201 ._ Expiration: 02113/2018 Project Address Parcel Number Applicant 1201 NE 91 Terrace 1132050010210 Miami Shores, FL Block: Lot: JASON RUTKIN Owner Information Address Phone Cell JASON RUTKIN 1201 NE 91 Terrace (305)725-5980 MIAMI SHORES FL 33138- 1201 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 20,500.00 DESIGN HOME REMODELING CORP 305-949-2627 Total Sq Feet: 2500 '' Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF BUR-GAF-MODIFIED FLAT ONL Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Review Roof Roof in Progress Renailing Affidavit Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-17-64900 CCF $12.60 08/17/2017 Check#:5553 $851.60 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:3490 Education Surcharge $4.20 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.80 Total: $851.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. `ft oL—qg�� -��-� - August 17, 2017 Authorized Signature:Owner / Applicant / ontractor / Agent Date Building Department Copy August 17,2017 1 Miami Shores Village RECFiv�® Building Department �u� I � �o�a 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S {F�BC 201q BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I �v I 71 C QA&C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 ,V�� f�� 0 V® Is the Building Historically Designated:Yes NO A Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: City: d S Y A State: _ � � Zip: �� 1 Tenant/Lessee Name: gg Phone#: Email: �3-(6J`>r' —!1,3CO $I�Lltk J� CONTRACTOR:Company Name: _ i- � L'PhonG�e#: � 1,�&4 1 aq L9 Address: S`j— City: " ° . 0 State: Zip: 3 Qualifier Name: E, &-O"Vo py o 4-'- c A \ Phone#: 7?10 361 QST-7 State Certification or Registration#: �� L9 Certificate of Competency#: DESIGNER:Architect/Engineer: 1\3 Ink- Phone#: Address: City: State: Zip: Value of Work for this Permit:$ zlo e Square/Linear Footage of Work: � 00 5F Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: i Specify color of color thru tile: P� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) 1� 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature c 0 NER or AGENT CONTRA OR The foregoing instrum n was acknowledged before me this The foregoing instrument was acknowledged before me this M,y f lea 20 by day of 20 ,by IQ who is personally known to who is personal no_wn to me or who has produced _ as m or who has produced �' as id"nti cation an 0ae°eke an oaABERT SEARA j iden icati n and w �t�k� in oath. ALBERT SEARA Notary Public-State of Florida ( .z°, ,`� Notary Public-State of Florida Commission#FF 18 NO R UBLI e 5218 J ' NOTA PU 1 e; 'a� ; Commission yx FF 185218 p�?• My Comm.Expires Feb 24,2019 '�, "� P�:� My Comm.Expires Feb 24,2019 Bonded through idational Notary Assn. Bonded through National Not Assn. Sign: Sign Print: Print: Seal: Seal: Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) ♦SNORES y4 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date:. c) 10050 NE 2nd Ave Miami Shores FI 33138 • Re: Owner's Name: � L�I� ...... ....;. Property Address: , z® � .... ;••••; rte.. .... . ..... Roofing Permit Number: • .. .. .. ...... Dear Building Official: •••••• •. 1 0 K) certify that I am not required to retrofit the roDf to waii copnedons ofniy• building because: "'.• • just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad )Yhe rem taxation. ❑ 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) n30Y'J ` '� I—EIQ Signature Print Name State of Florida County of Dade The undersigned, being the first duly Sworn, d poses and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me thi s day of 0o, ALBERT SEARA NotaryPublic-State of Florida Notary Public, Sate of Florida at Large = commission#FF 185218 Bonded thrMy Comm.Expires Feb 24,2019 ough National Mary Assn.� • When the just valuation of the structure for purpose of ad 101orn�taxlal��ls equal to or more tha-w BC nor a 1994 e SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application -Miami-Dade County Page 1 of 1 IR � . aOFFICE OF THE PROPERTY APPRAISER Summary Report Generated On :8/14/2017 Property Information Folio: 111-3205-001-0210 1201 NE 91 TER Property Address: Miami Shores, FL 33138-3405 Owner JASON RUTKIN 1201 NE 91 TER - Mailing Address MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMI LY-2301-2500 SQ r A Primary Land Use 0101 RESIDENTIAL-SINGLE 3 FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,996 Sq.Ft ••+•• Living Area 1,896 Sq.Ft _ - Elm I • ••••.• Adjusted Area 1,946 Sq.Ft •••••• • • • Taxable Value Information ...••• Lot Size 9,375 Sq.Ft •,a0i z' •2��6 .. �Q15 Year Built 1956 County �•i�•i •• ••••• Assessment Information Exemption Value •alp $50,000; $50,600 Taxable Value $474,749• 9130,686' 4i 2g aw Year 2017 2016 2015 _ ••��.•1 _ _r- - -- -- : •�• � ' • Land Value $337,500 School Board $314,250 $285,750 .�..__.• ***see e Budding Value $135,442 $135,442 $135,442 Exemption Value $0 $25%0! $25,000 Taxable Value $474,749 $155,686 $154,430 XF Value ,807 $1,814 $1,534 City Market Value $474,749 $451,506 $422,726 -------- i - Exemption Value $0 $50,000 $50,000 Assessed Value $474,749! $180,686 $179,430 -- Taxable Value 1 $474,749 $130,686 $129,4301 Regional Benefits Information Re Benefit Type 2017 2016 2015 Exemption Value $0 $50,000 $50,000 Save Our Homes Assessment Taxable Value _I $474,749 $130,686 $129,430 Cap Reduction $270,820 $243,296 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 Previous OR Book- Sale Page p Price Qualification Description Note.Not all benefits are applicable to all Taxable Values(i.e. County, ---------- School Board,City, Regional). 06/09/2017 $475,000 30572-4870 Qual by exam of deed 01/27/2016 1,$315,500 29967-4526 Forced sale;under duress;foreclosure Short Legal Description prevention WATERSEDGE PB 9-141 11/01/1997 $135,000 17883-2725 Sales which are qualified LOT 25&E5FT OF LOT 24&WLY 08/01/1988 $103,000 13786-1079 Sales which are qualified 20FT OF LOT 26 BLK 1 LOT SIZE 75.000 X 125 OR 17883-2725 11971 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:/twww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertvsearch/ 8/14/2017 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High-Velocity Hurricane Zone Uniform Permit Application o CRf I ITY Section A(General Information) Y ) 1 Master Permit No. Process No !."'5 Contractor's Name Job Address /00 /J / /�n4c RECEYIE® ROOF CATEGORY AUG 17 t17 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 sees ROOF TYPE •0000• 00000L ❑ New roof ❑ Repair ❑ Maintenance Reroofing .••..b Reeover�ng ••..:p ROOF SYSTEM INFORMA ION sees** Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF),� . ., 00...1 .. .. .. ..... Section B(Roof Plan) 0f Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers ang•••rf:)w drains. I%clude dirgipm 1 sions of sections and levels,clearly identify dimensions of elevated pressure zones and location o arapets. 0 0.... 4 0 0 0 .....e • ••• • . r •• 1 1 ® w F 1 to ' 1 tT � 1 > 1 m G a� 1 m w fn 1 U) i • s • — C E _ ° z 0 , 1 I 1 Li TV oil 1 FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37 Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No f usher reproductions authorized. FLORl1� SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. M\jRenailing wood decks:When replacing roofing,the existing wood roof deck may have to be ren led in accordance with the current provisions of Section R4403. (The roof deck is usually concea ed prior to removing the existing roof system). •::0:9 • ...... .. . 0000.. 4. tcaqne Exposed Ceiling: Exposed,open beam ceilings are where the ulftMide of the roof decking•�••; ewed from below.The owner may wish to maintain the architectural aNdArance;fwefbte,ail penetration of the underside of the decking may not be acceptablj.et ij provide sthe option 6r: 0000. maintaining the appearance. ••••• :0 0••• 0..000 000 • . 0 . . . 0000.. 0000.. 6. Overflow scuppers (wall outlets): It is required that rainwater ftws.d�so that the roof is :0000: not o erloaded from a buildup of water. Perimeter/edge wall or other roof extenselon may blM thig ' dish rge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow cuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Age A Signature to Con ctor Signatur ate Izoilue q1-S*�t�,erir Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; HOOF ASSEM13UES AND ROOFTOP STRUCTURES 0 Florida Building Code sth Edition(2014) 1 High-Velocity Hurricane Zone Uniform Permit Application Form. • 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: / � f,�� p Fill in specific roof assembly components and Identify /�/�/ �y� acaL manufacturer Surfacing: L2-1-"O- ( It 1 Ia component is not used,identify as"NAJ Fastener Spacing for Anchor/Base Sheet Attachment System Manufacturer:_ F - --- Field: �O "oc @ Lap,#Rows C;1 @-9-"oc 1 6 Product Approval No.: / / ® ®2 Perimeter:t"cc @ Lap,#Rows�6@ oc 1Corner:1k"oc @ Lap,#Rows 4@ oc 1 Design Wind Pressures, From RAS 128 or Calculations: 1 Number of Fasteners Per Insulation B ard: 1 P1: P2: _ P3' 0 it } i Fleld Perimeter Comer p Max.Design Pressure,from the specific roduct 1 approval system:__ .� -0 Illustrate Components Noted and etalls es Applloatte.-% 6 1 iihienTtoizit.Do*Woodbiocking, Gutter, Edge Termi �tingFlashing, Deck Con#novas Cleat,Cant Strip, BasemIa�bing, p '. Type: Coping,Etc. 000000 •• • �..... 1 indicate: Mean Roof Height, Parap5t'rILMt, Height 8f Base • 1 Gauge/Thickness: _ Flashing, Component Material, Mat-Tlaf'T4Jckne$•fajiner a • 1 d Type,Fastener Spacing or Submit M%M%cturers'Details that •••• 1 Slope: - Comply with RAS 111 and Chapter 18:•• •••• •:•.' 1 - _ _ 9 Anchor/Base Sheat&Pio.of Ply(s): �� ...... . • Anchor/Base Sheet Fastener/Bonding M enal: �� • • Z••••• 9 l / ...... i FT. ' 1 Insulation Base Layer. // '.D 0 11 1 Base Insulation Size and Thickness: AJ." � Parapet 1 i Helght Base Insulation Fastener/Bonding Material: 1M 1 1 Top Insulation Layer: 5- _T_ 1 Top Insulation Size and Thickness: RV �8 ', a 1 Il Top insulation Fastener/Bonding Material: ( Height 1 1 Base Sheet(s)&No.of Ply(s): e� '] � f 1 l Base She t F stener ndin Material: (� �� f[ e r 9 j� Ply Sheet(s)&No,of Ply(s): _ 1 0 Ply Sheet Faste er/ din aterla I 1 1 I 1 Top Ply: s 1 15.38 FLORIDA BUILDING CODE—BUILDING,51[h EDITION(2014) 1 MIAMI DARE r� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %«v.miamidadLgov/economy, GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product ar. material fails to perform in the accepted manner,the manufacturer will incur the exponseof such testing' ...... and the AHJ may immediately revoke,modify,or suspend the use of such product or rnatenel within• .' their jurisdiction. RER reserves the right to revoke this acceptance,if it is determinedt%,Mami-Dade •0 •009:0 County Product Control Section that this product or material fails to meet the requiret T MS bf the ;•• applicable building code. 666964, • This product is approved as described herein,and has been designed to comply with 614&:]onida BuWding. Code including the High Velocity Hurricane Zone of the Florida Building Code. •• •• .. ...... 006.0• . .' DESCRIPTION: GAF Ruberoid'Modified Bitumen Roof System for Wood Desks' •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name yr lo ci 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.02 Mei-DADECOExpiration Date: 11/06/18 • 'UNTY Approval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category Roofing Sub-CategorV: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description Matrix•'' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37" ASTM D4601 Type II asphalt impregnated and coated e eet (1 meter)Wide glass mat base sheet. sees GAFGLAS®#80 Ultima'"Base 39.37" ASTM D4601 Type 11 asphalt impregnated anc%"ad, Sheet .•.... • (1 meter)Wide fiberglass base sheep•� � •• . GAFGLASI F1exPly'6 39.37" ASTM D2178 Type VI asphalt in?Mtgnated glass felt ••••% (I meter)Wide with asphalt coating.•••• •• GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt iraIrt"ated gl$44j�.:te (1 meter)Wide with asphalt coating"' 096:060 GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,gla••s�Vb�ar mat cap sheet Cap Sheet (1 meter)Wide surfaced with min jr�j j;anules. •. GAFGLAS®EnergyCap' 39.37" ASTM D3909 Asphalt coated,gl$ss ftbq mat dap s4eet • BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules 11"•• Sheet factory applied EnL *t '"' ' •••••• GAFGLAS®Stratavent® 39.37" ASTM D4897 Fiberglass base sheetcoatted on both r&es • /^ Eliminator''Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.37" ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator'Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatcP 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with dolored mineral granules. ASTM D6164 " I" r _ " 170 FR re -- " o y surfaced with migeral gramme. N, NOA No.:14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 ' ' Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld'Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld'"Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap'"SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld`Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld''25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfjregd with mineralgram4es. •,,,,• ,,,,,� Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyeslar ma$coated Wtb .• (1 meter)Wide polymer-modified ospWloand A"16 *see:* surfaced. •••••• • • • Ruberoid Mop Plus 39.37" ASTM D6164 Non-woven polyes4&*i?i%coatef gill. • (I meter)Wide polymer-modified aSpWt and sdrfaced ••••• with mineral grandI84'•; 0 ••••••� Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated witil lire (1 meter)Wideretardant polymer�rioΠd asphalt andGoo**: surfaced with mingral granules.�••••• Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyes!"Pkat coate�,ryith fire ;•••• (I meter)Wide retardant polymer-modified asphalt'ap: surfaced with mineral granules. Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap'"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote''. Ruberoid'EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. RoofMatch' 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR I meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 KAMI-DADE COUNTY= Expiration Date: 11/06/18 �Ijyy;uynjApproval Date: 11/05/15 Page 3 of 30 Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid030 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR l meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37") Wide retardant, polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap-30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced witr .. mineral granules. •° ••• •••••• Topcoat®Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water bUVeMstomerig •• Membrane membrane system d"faad to protect°• ..•.:. various types of roofing-svirfaces. . Topcoat®MB Plus 5 or 55 gallons Proprietary Water based, low YOOp;imer usjjty• :••°•: block asphalt bleed-6 titlgh. 0 ••••• Topcoat' 5 gallons ASTM D6083 Solvent based spra�Ajltnermop?l %c; •°�••• Surface Seal SB rubber sealant desilhed to protect and° '••••• restore aged roof svif'aaes:and to increase •° a roofs reflectivity :...:. •' FireOut'"Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-bVpd f:re barrig� •••° coating. ••; VersaShield® 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 MIAMI-DADECOU_N� Expiration Date: 11/06/18 � ' ' Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: 9 Table 2 / l( Product Name Product Description Manufacturer (With Current NOA) �EnergyGuarr Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard''RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'Perlite Recover Board Perlite recover board GAF EnergyGuard'Perlite Roof Insulation Perlite roof board GAF EnergyGuard'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsu"l;grp. . � • 0000 00.0•• APPROVED FASTENERS: •• •• • • TABLE3 000:0• •• • 0060•• Fastener Product Product 61a6nufactulrer . 0•...0 Number Name Description Dimensions (Wjj4purrentNOAj $0000 1. Drill-Tec'#12 Fastener Carbon steel fastener used Various ....96GAF 66. • 6.:.• in steel or wood decks. *fee** .. *Geese -)00:6 as 2. Drill-Tec'#14 Fastener Carbon steel fastener used Various : :GAF . . ....:. •0000• in steel,wood or concrete 0 •6 o• • decks. •• • ••• 6 . • 3. Drill-Tec''XHD Fastener Carbon steel extra heavy Various GAF •• duty fastener used in steel decks. 4. Drill-Tec'AccuTrac'Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec'#12 Fastener,Drill- Tee '#14 Fastener and Drill-Tec'#15 Fastener. 5. Drill-Tec' ASAP 3S Drill-Tec'#12 fastener Various GAF with Drill-Tec''3" Standard Steel Plate. 6. Drill-Tec'"AccuTrac® Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec' fasteners. 7. Drill-Tec'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec'fasteners. 8. Drill-Tec''3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec'fasteners. NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 "'• ' Approval Date: 11/05/15 Page 5 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 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. Fire Barrier: FireOut'Fire Barrier Coating,VersaShieldO Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS®980 UltimaT'Base Sheet,GAFGLAS®Stratavene Eliminator' Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS Heat-Weld'25 base sheet mechanically.fastened to deck as described below. • 0000 Fastening GAFGLAS'Ply 4,GAFGLAS®FlexPly'6, GAFGLAS®#75:13ase Sheet or any' ••••;• Options: of above anchor sheets attached to deck with approved annular;jeipgsankhank nai . . 000000 and tin caps at a fastener spacing of 9"o.c.at the lap staggered;1?Q jrj two rows, 12" o.c.in the field. sees .0000. (Maximum Design Pressure—45 psf.See General Limitatiorf •••••• • • 0000. GAFGLASO Ply 4, GAFGLASI F1exPly'6,GAFGLAS®47.M*se theet or any : ••0 0• of above anchor sheets attached to deck with Dril l-Tec''#17 P a *r ed,Drill-Tec 0 0000:0•••,• #14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'3":teet Plate,Drill- ��0 Tec'"AccuTrac®Flat Plate or Drill-Tec °AccuTrac®Recessed Plate instalItti•1�'' o.c. in 3 rows. One row is in the 2"side lap. The other rows aa&eq&lly spvgd ;••••; approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®FlexPly'6,GAFGLAS®475 Base Sheet or any of above anchor sheets attached to deck with approve annu ar rmg s ank 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) GAFGLAS10 480 Ultima"Base Sheet,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-Tec''#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'" 3"Steel Plate,Drill-Tec''AccuTracl Flat Plate or Drill-Tec'' AccuTrac®Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMI•DADECExpiration Date: 11/06/18 "' 3=#1w Approval Date: 11/05/15 Page 8 of 30 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c.at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®475 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM#12 Fastener,Drill-TecTM#14 Fastener or Drill-TecTM XHD Fastener and Drill-TecTM 3"Steel Plate,Drill-TecTM AccuTrac®Flat Plate or Drill-TecTM AccuTrac®Recessed Plate installed 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) One or more layers of any of the following insulations. Insulation Layer 1 �� Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard'Polyiso Insulation,EnergyGuard"Polyiso RA Insulation, I/ EnergyGuard''Polyiso RN Insulation,EnergyGuard"RA Composite Polyiso Insulation a 0000 Minimum P'thick N/A NrQ• •• •• •• Structodek®High Density Fiber Board,EnergyGuard'Perlite Recover Board •• . •• Minimum%11 thick N/A •�•�•• N/A• 00.0 0000.. • EnergyGuard'"'Perlite Roof Insulation ••••• 0• :""; Minimum%11 thick N/A "" N0A•0 00000 .0000. ... n0000. Note: All insulation shall be adhered to the anchor sheet in full mopping of appvoed Rot asphart.: 0 0.0.0 within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to RoofinpgAppfiration - Standard RAS 117 for insulation attachment. Insulation listed as base layer only shalt be usto,,.;• 9660:0 only as base layers with a second layer of approved top layer insulation installed as.the final' :so**: ••• membrane substrate. Composite insulation panels may be used as a top layer placed with the 0 • polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS®Stratavent® 0' Eliminators"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®480 Ultima'Base Sheet,GAFGLAS®Ply 4,GAFGLAS F1exP1y'6,GAFGLASO Stratavent'Eliminator'Perforated Venting Base Sheet Claid dry),Ruberoid'Mop moot , uberoid 20,Ruberoid SBSeat-Weld mS o i_ o R beroid'SBS Heat-Weld'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 lbs./sq. (See General Limitation#4). Ply Sheet: (Optional)One or more plies GAFGLAS®Pl y 4,GAFGLAS'FlexPly'6, GAFGLAS®#80 Ultima Baseeet,Ruberoid Mop Smooth,Ruberoid®20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCap"30 FR SBS Membrane,Ruberoid®30 FR,Ruberoid®Mop Smooth,Ruberoid® 0 170 FSR Ruberoid®Mop Granule,RoofMatchTM SBS Modified Gra--nu ar,Ruberoid Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq.f 15%. NOA No.: 14-1030.02 MIAMMADECOUNTY� Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 9 of 30 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq.and 300 lbs./sq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at I tol.5 gal./sq. Maximum Design Pressure: See Fastening Options 6900 6 0 . 0 6666 996006 ...0. .. . 6666.. .. . 66660 . 6666.. 0 � • 6666 6666.. • • 90666. 6666 . 6666. 696009 699 6 . 6666. .. .. 96 69666•6 6666.. 6 9 6 • 00 6666.. .66600 9 . . 99060. 96 6 696 6 6 NOA No.: 14-1030.02 MIAMI•DADECOUNTY Expiration Date: 11/06/18 "�Vniduavrjajl Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exP]yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"DensDeck®Roof Board 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 shegt.. shall be applied using spot mopping with approved asphalt, 12" diameter circles,•24" o.c.; or sUp..' 460969 mopped 8"ribbons in three rows, one at each side lap and one down the center oftke sheet allowing .' a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"'bre$k shall be-• 4444:. placed every 12'in each ribbon to allow cross ventilation. Asphalt application ort nersystem shill 4444.. e at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limidAl a ma4 • design pressure of-45 psf. *fee Goo** 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic terca(F')value-of: 2751bf.,as tested in compliance with Testing Application Standard TAS 105. I•• e f tener 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 attachaient is 0Mtl'• 6 6 on a minimum fastener resistance value in conjunction with the maximum design avOti4listed"ithin. ;••••; 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-1030.02 MAMI•DADECOUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 TGFU.R14153 - Roofing Systems Page 1 of 2 Class A-Fully Adhered 1.Deck:NC Incline: 1/2 Insulation(Optional):—" rmore la rs perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocya nu rate c posite or peril te rethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet(Optional):—One or more pile Type GI or Type G2 or Type G3. Membrane:—One or more plies"Ruberoid@ orch@"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid# Mop"(Smooth or Granule)or"Ruberoid@ Mo Plus Granule"(granule). Surfacing:—Gravel,400-lbs/100-ft2,loose id or applied in a flood coat of hot roofing asphalt. 2.Deck:NC Incline: 1/2 Base Sheet(Optional):—One or mor plies Type G1 or Type G2 or Type G3 Membrane:—One or more plies"Rub old@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoi ®Mop Plus Granule" Coating:—"Karnak No.97"applied t 11/2 to 3-gal./100-ft?. 3.Deck:NC Incline: 1/4 Insulation(Optional):—One o more layers perlite,wood fiber,glass fiber,any thickness. Base Sheet(Optional):—One r more plies Type G1 or Type G2 or Type G3. Membrane:—One or more pli "Ruberoidp Torch"(Smooth or Granule)or"Ruberoidp Torch Granule Plus"or"Ruberold@ Mop Granule"or"Ruberoid®Mop PI s Granule". Coating:—"Karnak No.97" plied at 11/2 to 3-gal/100-ft2. 4.Deck:C-15/32 Incline:1/2 Insulation:—One or more ayers perlite,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate composite,perntQ,( qtl ane �, • composite,phenolic, 11/2-in minimum thickness(butt joints staggered a minimum of 6-in,form plywoodbgrJcbu;joints). • Base Sheet:—One or mor plies Type G2 or Type G3. "• • + • • • • Ply Sheet(Optional):—O e or more plies Type Gl. 090000 •+ • •••••• Membrane:—One or more plies"Ruberoldp Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule%LW4&8'ituberoid@ • • • Mop"(Smooth or Granule)o "Ruberoldp Mop Plus Granule". •••••• Surfacing.—"Karnak No.9 "applied at 11/2 to 3-gal/100-ft2. ••••• :••.:• • • 5. Deck:NC Incline: 1/2 +•+••• •• ��•• Base Sheet(Optional):—One more plies Type G1 or Type G2 or Type G3. • •• ••••••Membrane:—One or more plies" beroid@ Torch"(Smooth or Granule)or"Ruberoid@ Torch Granule IMS+•• • •• Surfacing(Optional):—Karnak"No 97"or"169"applied at 1 to 3 gal/100-ft2 or Grundy Ind."20 F Emulsion"Z)plied aj 3-ga1V100-ft2. • 6. Deck:C-15/32 Incline:1/2 ; •• • a •• Insulation:—One or more layers perlite,gla fiber,3/4-in.minimum,polyisocyanurate,urethane,perlite/polyisocyan u rate ctipDosite, perlite/urethane composite,11/2-in.minimum. Base Sheet(Optional):—one or more plies Ty G1 or Type G2 or Type G3" Membrane:—One or more plies"Ruberoldp Torc "(Smooth or Granule)or"Ruberoldp Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoid@ Mop Plus anule". Surfacing:—Gravel. 7.Deck:C-15/32 Incl e: 1/2 Insulation(Optional):—One or more layers perlite,w d fiber,glass fiber,polyisocyanurate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyiso anurate composite, Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):—One or more plies Type GS. Membrane:—One or more plies"Ruberoidp Torch"(Smoo or Granule)or"Ruberoldp 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-ft or gravel. B. Deck:NC Incline: 1/2 Insulation:—One or more layers perlite,glass fiber,3/4-in.mi 'mum 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"Ruberoldp Torch"(Smooth or G nule)or"Ruberoldp Torch Granule Plus"or"Ruberoid@ Mop"(Smooth or Granule)or"Ruberoldp Mop Pius 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,m imum,polylsocyanu rate,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"or'Tri-Piy@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped in place. Membrane:—"Ruberoid@ Mop 170 FR"or"Ruberoid@ Dual FR"or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCap'"Mop FR". Surfacing(Optional):—"GAF Fibered Aluminum Coating"applied at 11/2-ga1/100-ft2 or"GAF Weather Coat Emulsion"applied at 3-gal/100-ft2. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/13/2017 TGFU.R14153 - Roofmg Systems Page 2 of 2 10.Deck:C- 5/32 Incline: 1/2 I lation(Optional):—Perlite,fiber glass,polyisocyanurate,urethane or perlite/pol Isoc anurate So�n�osite. ase Sheet:—One or more layers Type G2"GAFGLAS®#75 Base Sheet"or"TrI-P y #7 ase deet"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:—"Ruberoidp Mop 170 FR"or"Ruberoldp Dual FR"or"Ruberoid®Mop FR"or"Ruberold®EnergyCap—Mop FR. sass • • sass assess ••• • as • a • • •eeae• asses sacra•• 000.00 • • e •a•• • •sae• •ease• •ea • • • • •00 00 so sass• • • eases• • • • • • a •saes• •eae•s • • • •9609• •• • ate • • • http://database.ul.com/egi-bin/XYV/template[LISEXT/1 FRAME/showpage.html?name=T... 6/13/2017