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RF-18-3457Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1297 NE 100TH ST, Miami Shores, FL 33138 Contacts issue Date: 11/15/2018 PermitNO.: RF-11-184457 Permit Type: Roof Work Classification: Flat Permit Status: Approved, Expiration: 05/14/2019 Parcel Number JOHN J BRADY III 1297 NE 100 ST, MIAMI SHORES, FL 331382603 Owner Description: REROOF FLAT EARL W JOHNSTON ROOFING, INC. EARL JOHNSTON 5721 NE DEWEY ST, MIAMI, FL 33023 Business: 9549897794 Other: 9549895666 Contractor Valuation: $ 6,551.41 Total Sq Feet: 450.00 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Roofing Fee Scanning Fee Technology Fee $50.00 $4.20 $3.75 $2.50 $1.40 $200.00 $9.00 $6.25 Total: $277.10 Inspection Requests: 305-762-4949 Payments Total Fees Check # 14226 Amount Due: Date Paid 11/15/2018 Amt Paid $277.10 $277.10 $0.00 Building Department Copy 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 i5 truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 15, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 i-1- co Master Permit No.2 (8 r --)j9 59 Sub Permit No. ❑ BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION D EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 a 1 N& 100 61— R EE- 7— City: Miami Shores County: Miami Dade Folio/Parcel#: I ( 038 -- c ZiD: 3313 g. Is the Building Historically Designated: Yes NO X Occupancy Type: 91.4, Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JOr4 N B e-A ° 1/41 1 LL Phone#: c —7 700‘ Address: tact 1 N C i 0 O ST City: e l l A \ 1 6).10/Lk 6 State: i (� Zip: 33 l3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Earl W. Johnston Roofing, 1tiG. LI.G Phone#: 954-989-7794 Address: 5721 Dewey Street city: Hollywood State: FL Zip: 33023 Qualifier Name: Earl W. Johnston Phone#: 954-9894794 State Certification or Registration #: CCC057073 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ iI Square/Linear Footage of Work: 450 Type of Work: ❑ Addition ❑ Alteration Description of Work: Q12 x .) ❑ New ›epair/Replace ElDemolition Specify color of color thru tile: Submittal Fee $ ifigir Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 500 TOTAL FEE NOW DUE $ % . 10 (Revised02/24/2014) Fi 4] 1 Bonding Company's" (if applicable) Bondtng'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 'constrL ction and zoning. "WARNING` TO OWNER: YOUR FAILURE TO RECORD k NOTICE OF 'COMMENCEMENT MAY RESULT'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 'PROPERTY. fIF• YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER;"OR AN ATTORNEY'BEFORERECORDING YOURNOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a bdiiding permit with an estimated'vaiue exceeding $2500, the: applicant, must promise in good faith, that a copy of The notice of commencement and construction lien law brochure' will be dehhvered to the person whose property is subject to attachment. Also, a -certified copy` of the recorded notice of commencement' must be posted ai'the`jab site for the first inspection which occurs•seven (7) days after the building permit is issued. In the absence ofsuch posted notice, the. inspection will not be approved and a reinspection fee` will be charged. The folregoing instrument was acknowledged before me this �nC'` 1 day of NV ,20 I a ,by JIM h ,i N ((( , ,who is personally known to me or who -has produced IX/ identification and who did take an oath: NOTARY PUBLIC: Sign: Print: Seal: as ERE f MttUM, KUMty _.: ;; Commisslon#FF986577 � . Bonded rim ******let*********************a**f***** **** APPROVED BY Signature t lVL1 CON CTOR The fore� t going instrumenwas acknowledged before me this CI �I day of t' i ) , 20 (g , by Earl W. Johnston Y , who persona iiir ow to me orwho has produced.5 as identification and who did take an oath. NOTARY PUBLIC: Sign: Pride." fl ' A Seal:., watt!llss1on#FFS85577 Expires June 22, 2020 •,;�? ° BodedThru ioyFaklns:rircoB00385.7D19 •+Jai************************************************ ****ti ******** Plans Examiner :Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-3205-008-0080 Property Address: 1297 NE 100 ST Miami Shores, FL 33138-2603 Owner JOHN J BRADY III Mailing Address 1297 NE 100 ST MIAMI SHORES, FL 33138-2603 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,311 Sq.Ft Living Area 2,227 Sq.Ft Adjusted Area 2,147 Sq.Ft Lot Size 7,950 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $286,036 $286,036 $266,033 Building Value $128,82 $119,545 $119,545 XF Value , $2,414 $2,444 Market Value $417,241 $407,995 $388,022 Assessed Value $263,623 $258,201 $252,891 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $153,618 $149,794 $135,131 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. Coun y, School Board, City, Regional). Short Legal Description GORDON SHORES PB 45-8 E75FT OF LOT 7 BLK 1 LOT SIZE 75.000 X 106 OR 17626-0982 0497 4 COC 25243-2235 12 2006 5 Generated On : 11/9/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,623 $208,201 $202,891 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $238,623 $233,201 $227,891 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,623 $208,201 $202,891 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $213,623 $208,201 $202,891 Sales Information Previous Sale Price Boo R O Pa ek 9 Qualification Description 12/01/2006 $0 25243- 2235 Sales which are disqualified as a result of examination of the deed 04/01/1997 $0 17626- 0982 Sales which are disqualified as a result of examination of the deed 04/01/1977 $1 09726- 1521 Sales which are disqualified as a result of examination of the deed 03/01/1977 $1 00000- 00000 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 0. if. , •r' yp vl� ` w7y{f �' � , „fr 4'�' (C S O; ! t1€ ... i. -, .1. -fir ; % - - °� ( ( �► �► �.� �' a ,� ' '' DEPART of,�- O N',v� ♦� 'r rt)11 X• ORNOR . G\: �. E \ r s ir'' - .� N r y. � '' f1 ' a�1�/1 ..• �r �" : } f F+, "{n��^• ; rr` cr �. r t �. " .. f" i' ,i - hYi lJ b� c p� �. " l' T r �� . o ST4�TE O ' 914DRIDA, i ,, ._�B BUS 4 .= .. ; o .c► o ; � �. , *� Jai q ♦•.II` yy . A. r ,4 f. , ` ` )f' �1 �✓/,/ �, . JQ ATEA�f 6°� . • ..r 'r / ��f�`4 `ti? 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Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER.1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: EARL W JOHNSTON ROOFING LLC Receipt #:ROOFINGS/SHEET METAL CONTRACTOR Business Name: Business Type: (ROOFING CONTR) Owner Name: E W JOHNSTON Business Location: 5721 DEWEY ST HOLLYWOOD Business Phone: 989-7794 Rooms Seats` n Business Opened:12/31/1986 StatelCounty/CertlReg:CCC 0 57073 Exemption Code: Employees r`' Machines 10 Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee' `• - Penalty ' Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: EARL W JOHNSTON ROOFING LLC 5721 DEWEY ST HOLLYWOOD, FL 33023 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt *1CP-17-00019448 Paid 08/14/2018 27.00 07/31/2018 Effective Date 2018 - 2019 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) I High -Velocity Hurricane Zone Uniform Permit Application Form I �} 1 Master Permit No. Section A (General Information) Process No� 1 9 V 3 �J 1 1 Contractors Name ` A 0.-{....- I xi --cO. 4 t-., 1,6,k) sad ri ,\) 1 Job Address t2.1 .1 P ; t nc) i v_..-5r -( 1 ROOF CATEGORY l'.<I �+' Slope ❑Mechanically Fastened Tile ❑ Morter/Adheehre Bet Tiles I 0 Asphaltic Shingles 0 Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 O Prescriptive BUR-RAS 150 1 ROOF TYPE I 0 New roof 0 Repair ❑ Maintenance 'Reroofing 0 Reoove 1ng I 1 / L/l ROOF SYSTEM INFORMATION ' / Low Slope Roof Area (SF) `-1 Steep Sloped Roof AREA (SSF) 0 Total (8 Iy I • • ••• I. •Section B (Roof Plan) • I • • Sketch Roof Plan: Illustrate all levels and sections, roof drains„ scuppers, overflow scuppers end overflow drains. Insttllien- Instills: ((k • lions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • I .••• 1 Miami Shores Village APPROVED !ZONING DEPT D PT u DATE " :r t^li'I I/V',.1(;17 WITH AI I_ FFnrnAI_ 11 i " I 11 I S AHD HF(;UI /111C)(\IS � I - 34. GEED 5 2018 • • • •• •• I •1•• • • • • ••• • •• i .. • • • 1• • • 1• • • I •• • ree.e. I 1 I 1 I 1 I I 1 I 1 1 I I 1 1 1 • • • • • . • 0 • • • • • • • 1• • • •••/• 000 1 • • • • • • • 1 • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component b not used, Identify as 'NA`) System Manufacturer. ,� �tr5 /� Product Approval No.:'� Ie (9 07 Design Wind Pressures, From RAS 128 cr Calculations: P2: 1 i P9: approval system: �� l_ Decic Type: \ \IUo 9 Gauge/Midmost!: le:, Slope: Anchor/Base Sheet & No. of P1y(s): AnchorlBeso Sheet Fastener/Bonding Material: 4 Insulation Base Layer. nl Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top !mutation Layer Top Insulation Size and Thldmess: Top insulation Fastener/Bolding Materiat N 4. i4_ Base Sheet(s) & No. of Ply(e) _1 - - Ba iqq Sheet Fastens onding Me �: J 1 /� O S u/ /Sit t t•' l f� Ply Sheet(s) & No. of Py(e): 2) P L_-C 4' Ply Sheet 101-a a ring pAate{ial Top Ply:' (t)N3 L, SV��G1 Gam' T p IP �patst'ar e'ndiMarat ,46pc-+-41_,10 Surfacing: iV4- Fastener Sparing Anchorl8ese Sheet Attachment Field: 1 ' oo @ Lap, # Rows ® oc Perimeter fr2 oc Lep, *Rows ® ' oc Comer." oc r_, Lap, # Rows oc Number of Fasteners Per Insulation Board: Field Ali AL Perimeter Comed\i Illustrate Components Noted and Ifs as Appfcab Woodbl , Gutter, Edge Termination, Flashing, Contlnuoua eat, Cant Strip, Base Flashtng�tetflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height bf Bgpb • Flashing, Component Material, Materiel Thickness, Fastener• Type, Fastener Spacing or Submit Manufacturers Detail:41M. Comply with RAS 111 and Chapter 16. 24-> d lAw 1 FT. FT. • .... • • • . • • 1\4•. 4-.6 • •. • • Parapet 1 Height • J : to( Mean Roof Height • • • • . .... • .... • • • .. • • • . •• • .. • • • ... /. .. • • . • HIGH VELOCITY HURRICANE ZONES E REQUIRED OWNERS NOTIFICATION CONSIDERATIONS FOR ROOFING R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required rooting permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing Additional, the following items should be addressed as part of the agreement bttween installations. r st owner ant t the contractor. The,awner's initial in the designated space indicates that the item has been explained. 1. .\6 Aesthetics -Workmanship: the workmanshipprovisions P stons of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 agree m t-between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renalled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed pfior to remo • . existing roof system). 3. 41110 Common roofs: Common roofs are those which have no visible units .e., le delineat;ori6edveen neighboring (i townhouses, condominiums, etc.) In buildings with common roofs, the roofing collector ector ar d14C owner should notify the occupants of adjacent units of roofing to be performed. • • • • • Exposed Ceiling: Exposed, open beam ceilings are where the undersidj of ther oof decking can be viewed from below. The owner may wish to maintain the architectural penetration of the underside of the decking may not be acceptable. ble. This �vides ''fie ' roa�ng nail aPP�O �° 4Ptionof maint�fiilg the 5• Pending water The current roof system and/or deck• cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indicationot n of structural mayl and distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original g system is removed. Pounding conditions should be corrected. .Overflow scuppers (wail outlets): it is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeterfedge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. it may be necessary to install overflow scu accord ; it' I the requirements of Sections R4402, R4403 and R4413. peers in ` . i, 7. �.1 % i• Ventilation: Most roof structures should have some ability to vent natural a interior of the structure assembly (the building itself). The existing amount deltic ventilation shall ot the be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Own.4sfilThatug Date I��--� .i'._;► Contractor Signature / Date Revised on 7t9/2009 LD Miam, Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ' _ Property Address:. mayI a-'1 7 kt=- Lo Q Y.(e t Roofing Permit Number: Dear Building Official: building because. Date: 1 . .. • • • entakiL((certify that I am not required to retrofit the roof to petzonnectiQns'Of my • • .... • • . . • o The Just valuation for � structure for purpose of • • • ad valorem taxation is less than $300,000120. rie.ase alien :pfoof valorem taxation. .. . ... • o 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) in S g akt Print Name State of Florida County of Dade The undersigned, being the first duly swum, Swom to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of am taxation is equal b or more than 9300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Huntane Mitigation. day of l Uia/..-_• deposes and says that he/she is the owner for the above property mentioned. f sy.K:••I MEG+.x(MEO A_2' Commission µFr ;(JJ'. `7, _ .s Expires Juno 22, 2,02C MIAMICE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.eov/economy • This product is approved as described herein, and has been designed to comply with the Floiid$Ruilding Cpde including the High Velocity Hurricane Zone of the Florida Building Code. •• • • • • •.•. • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. • . .. •. • . ..• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,'eir'state and • • following statement: "Miami -Dade County Product Control Approved", unless otherwise rioted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and▪ fhe▪ r8 has biet2w6v 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. 14-1030.01and consists of pages 1 through 27. The submitted documentation was reviewed by Jorge L. Acebo. -NOA No.:18-0919.07 Expiration Date: '11/04/23 µ " Approval Date: 11/08/18 Page 1 of 27 Product Dimensions GAFGLAS® Ply 4 39.37" (1 meter) Wide Tri-Ply® Ply 4 GAFGLAS® FlexPly' 6 GAFGLAS® #75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 Ultima" Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Ruberoid® HW 25 39. Smooth MIAMED11DE COUNTY APPROVED 37" (1 meter) wide ROOFING SYSTEM APPROVAL Category: Roofing Sub-Categorv: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED TABLE Test Specification ASTM D2178 ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 OR LABELED BY APPLICANT: 1 Product Description Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. Smooth asphaltic base or base/ply sheet rreinfarced with fiberglass mat. . . . . Smooth asphaltic base or bang/Ajysheet ttilifotted with fiberglass mat. ' Smooth asphaltic base or basg/Alysheet reinforced with fiberglass mat. .... • • Smooth surfaced asphaltic Re fQr jed venting base sheet reinforced with fibergtass'n t. • . • .. .. . • . .. . . . . • Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 2 of 27 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap"' Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut"' Fire Barrier Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® Solo"" 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSeal"'' 1, 5 gallons or 1 qt. tube MIAMFDADE COUNTY APPROVED Test Specification ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary ASTM D226 ASTM D146, D828, D4869, D6757 TAS 139 Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCote' Elastomeric Coating. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water -based elastomeric coatipg • •• • .. • • • • • Water based, low VOC primerstli&ned to block asphalt bleed -through. Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. •.•• •• • • • • Low VOC, water based fire burjgi; coating. • • • • • •• ••• •. .••• Non -asphaltic, fiberglass reint'oroed. nderlayment and/or fire barrier • . • •• • •• • • .• •• • NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard"' Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuard"' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuard' RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard"' RN Polyiso Insulation EnergyGuard"" Perlite Roof Insulation EnergyGuard"' Perlite Recover Board Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodek® High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board MIAMI DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF GAF • • •• • • • .•• GikF • • • ••..Giti F • ..•. • •.•• ••'•OAF • • • • • United•Statas GypsQ'Cb'ip. • • • • • • • ••• • United States Gypsum Corp. • • • Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 4 of 27 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Tec"' #12 Fastener 2. Drill -Tee' #14 Fastener 3. Drill-Tec"'' ASAP 3S 4. Drill-Tec'' 3" Steel Plate 5. Drill -Tee' 3" Standard Steel Plate 6. Drill-Tec"" AccuTrac®Flat Plate 7. Drill-Tec"' AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI DADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill -Tech" #12 Fastener with Drill-Tec"' 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec'e" fasteners. Galvalume® coated steel stress plate for use with approved Drill-Tec"'' fasteners. A2-SS aluminized steel plate for use with Drill-Tec'" fasteners. Galvalume® steel plate with recess for use with Drill- TecT"' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-Tec"'' fasteners. Manufacturer Dimensions (With Current NOA) #12x8"max. GAF length, #3 Phillips head. #14 x 16" max. length, #3 Phillips head. See components 3" Round 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round GAF • . GAF• • . . • • • • • • • GAF• • • ... . . ..• .. .•.. • . .. • :GAF • • . • •. • GAF GAF GAF NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC MIAMFDADE COUNTY APPROVED Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3046388 3047636 ODOA8.AM OD1A8.AM 0Y9Q5.AM 1 B9A8.AM 2B8A4.AM 3B9Q1.AM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 GAF-122-02-01 GAF-270-02-02 GAF-276-02-01 Rev GAF-276-02-02 GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-417-02-01 GAF-464-02-01 GAF-464-02-01 GAF-499-02-01 GAF-500-02-01 GAF-549-02-01 GAF-549-02-02 GAF-559-02-01 GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 Description 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 UL 790 TAS 139 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM C1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 TAS 117(B) ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 • • • • •• • • • • • • • • ••.. • • •. •.• • • : • • • • Date 05/22/03 05/11/07 11/24/08 04/09/09 08/14/09 11/18/11 11/16/10 05/26/11 11/14/11 01/10/12 02/13/13 09/24/12 08/08/13 07/09/99 D7 /29/94 •04/01/98 : 9,b4797 07/02/97 • • :41,/D8198 .05./30/97 . Q2/.27/07 07/.21/08 •01/23/15 • 041/18 b'5/Q7/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 02/06/14 03/12/14 03/12/14 08/08/14 08/08/14 09/30/14 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 � • • • NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 6 of 27 • •• • EVIDENCE SUBMITTED: (CONTINUED) Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Dynatech Engineering Corporation Atlantic & Caribbean Roof Consultants, LLC NIAMIOADE COUNTY APPROVED Test Identifier GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 GAF-628-02-01 02-005 02-014 C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R1 G40630.01.14-1 G40630.01.14-2A G4063 0.01.14-2A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 SC9700.08.15-R1 SC10680.05.16 SC 13105.03.17-R1 #4482.02.95-1 11-053 Description ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 ASTM C1289 TAS 114 TAS 114 TAS 117 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 4470-TAS 114 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D2178 ASTM D6163 ASTM D6164 TAS 114 TAS 114 • .. . •.•• •• .•.• . . •• .• • • . • • • • ..• • Date 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 05/31/16 01/18/02 03/22/02 11/30/07 06/4gf 4 • 03/31/1Q 11:1VI2' 04/25/41 06:Q4,/j f. 06704/15 07/1$nZ' 01 /06/.14 01107/1i3 o4•r✓181P4' 01 f QQ/ 1■4 08/15/07 09/04/14 8/31/2015 5/10/2016 3/23/2017 09/01/95 08/12/11 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 7 of 27 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection, (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck® Roof Board, Securock® Glass - Mat Roof Board or Securock® Gypsum Fiber Roof Board installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Nailable Venting Base Sheet or Ruberoid® 20 Smooth mechanically fastened as described below. • Fastening GAFGLAS® Ply 4, GAFGLAS® Flex Ply' 6, GAFGLAS® #75 Base Slt et or any of above • Option #1: anchor sheets attached to deck with approved annular ring shank na44 ago tin c/ps•atta• fastener spacing of 9" o.c. at the lap staggered and in two rows 18".o.6:tinthe field.• Not for use with DensDeck or Securock Fire Barrier ••... • (Maximum Design Pressure —45 psiSee • General Limitation #9) • • • • • • • ••.. Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6, GAFGLAS® #75 BasewS'hea or any.4f above Option #2: anchor sheets attached to deck with Drill-Tecm #12 Fastener, Driltrefn#14 Fastener and • • Drill-Tec"'' 3" Steel Plate, Drill-Tecm AccuTrac® Flat Plate or Drif-Tec''I Acct 1 r !. • Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. 'Nether rot�bs are equally • spaced approximately 12" o.c. in the field •of the sheet. • •.. •. • ••• • (Maximum Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS® F1exPly' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of Option #3: 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 11/4" annular ring shank nails Option #4: 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tecm Option #5: #12 Fastener, Drill-Tecel' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec"'' AccuTrac® Flat Plate or Drill-Tecm AccuTrac® Recessed Plate 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 —45 psf. See General Limitation #9) MIAMI.OADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 8 of 27 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-Tec"'' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure -60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tee" Option #7: #12 Fastener or Drill-TecT"' #14 Fastener and 3" Drill-TecT"' 3" Steel Plate, Drill-Tec'*' AccuTrac® Flat Plate or Drill -Tee' AccuTrac® Recessed Plate 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 - 4S psf. See General Limitation #9) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard' Polyiso Insulation, EnergyGuard"" Ultra Polyiso Insulation, EnergyGuard RH Polyiso Insulation, EnergyGuard' RA Polyiso Insulation, EnergyGuard17' RA Composite Polyiso Insulation Minimum 1" thick N/A 1Si/A • • •••• EnergyGuard"" Perlite Recover Board, DensDeck® Prime Roof Board • • • • •• • • Minimum %:" thick N/A • WA'• EnergyGuard"" Perlite Roof Insulation Minimum'/." thick • •••• •• N/A •••••• ; A.• •••• Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt witbyd the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard 44A6117 for • insulation attachment. 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, Parforated'Venting Base Sheet laid dry or a layer of EnergyGuardr" Perlite Roof Insulation or wood fiber overlay Board Wan. polyisocyanurate applications. •. • Base Sheet: Ply Sheet: Cap Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima"' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth 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. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry.(not for use with perlite top layer insulation or composite polyiso top layer insulation). One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCapm 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. installed per manufacturer's installation instructions. MANMADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 9 of 27 • • • • • • • • .•• • • 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options. MIAMIDADE COUNTY APPROVED • • • • • •• . • . • •... . . •• •• • . • • • • . • ••• • • • . • . ••.• . •.•• • •• • • . • NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 10 of 27 . • . . • 00000 • . • . • . Membrane Type: Deck Type 1I: Deck Description: System Type A(2): All General and Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: .. . • • • Drill-Tece' #14 Fasteners and Drill-Tec'"' 3 in. Standard Steel Plates, Drill -Teen"' AccuTrac® Flat Plates or Drill-Tec"'' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Drill-Tece' #14 Fasteners and Drill-Tecm 3 in. Standard Steel Plates, Drill -Tee' AccuTrac® Flat Plates or Drill -Teem 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer BUR Wood, Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. System Limitations shall apply. Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #75 Base Sheet, Tri-Ply®#75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Miami -Dade County Approved min. 12 ga. Annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) • • • Miami -Dade County Approved min. 12 ga. Annular ring shank nailsandmin. 1-5/8.in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor skgetside laps and 6 in. o.c. in the field of the sheet in two staggered rows. • • (Maximum Design Pressure: —52.5 psi: See General Limitation ll7) '• .... Drill-Tecm #14 Fasteners and Drill-Tecn'' 3 in. Standard Steel Plates:Drill-Tec"'' . • • • AccuTrac® Flat Plates or Drill-Tec'" 3 in. Ribbed Galvalume Platt Fl2tt) are sped 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. t$ Diet field of the sheet in two staggered rows. • • (Maximum Design Pressure: —52.5 psi See General Limitation#7)• Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"" Polyiso Insulation, EnergyGuard'" Tapered Polyiso Insulation, EnergyGuard'"' Ultra Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation, EnergyGuard"" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A MIAMFDADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 11 of 27 Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"' Perlite Roof Insulation Minimum'/." thick N/A N/A Structodek® High Density Fiberboard Roof Insulation Minimum':" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck® Prime Roof Board Minimum '/." thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet (Optional): GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Ply Sheet: When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. • ..• • When optional base sheet and/or cap sheet is not present: • • Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFQL 4SI Flex Ply 6 • • adhered in a full mopping of hot asphalt applied at 20-401bs./sq,•iri t'ajled per • manufacturer's installation instructions. • • • • • Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Clap Sheet•or • GAFGLAS® EnergyCap' Mineral •Surfaced Cap Sheet adhered�ih•4 fij11 mopping of hot • • • asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instraiciid>ns. • Surfacing: Optional on granular surfaced membranes; required for smddth thembriings.• • Chosen components must be applied according to manufacturer's applicdtloh instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. MIA MEOADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 12 of 27 Membrane Type: Deck Type 1I: Deck Description: BUR Wood, Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Limitation #7) • . Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails tmin. 1,-5/8 jn. • Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchar•slieet side ]s1�5s'ahE 6 • • in. o.c. in the field of the sheet in two staggered rows. . • (Maximum Design Pressure: —52.5 psi: See General Limitation", • • • • . Fastening Drill -Tee' #14 Fasteners and Drill-Tece' 3 in. Standard Steel Plates,,11411-Tec"".... • • Option #3: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate•.lsr) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.¢'iri:th: field of the • • sheet in two staggered rows. • . • . . (Maximum Design Pressure: —52. S psf. See General Limitation►# 7). . . • Fastening Drill -Tee' #14 Fasteners and Drill -Tee' 3 in. Standard Steel Plates, Drill -Tee"• • • Option #4: AccuTrac® Flat Plates or Drill-Tecm 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tece' #14 Fasteners and Drill-Tec"" 3 in. Standard Steel Plates, Drill-Tece' Option #5: AccuTrac® Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) MIAMIOADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 13 of 27 One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM Tapered Polyiso Insulation, EnergyGuardTM Ultra Polyiso Insulation, EnergyGuardm RH Polyiso Insulation, EnergyGuardm RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Perlite Roof Insulation Minimum %" thick N/A N/A Structodek® High Density Fiberboard Roof Insulation Minimum%" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck® Prime Roof Board Minimum'/." thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Cap Sheet: Surfacing: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet oar• • : • GAFGLAS® EnergyCapm Mineral Surfaced Cap Sheet adheredjgAt.41 mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20 11V/sq. • •• Optional on granular surfaced membranes; required for smmo •ipembraggsj. • • Chosen components must be applied according to manufactvreC's'applic,Jgn instructions. All coatings must be listed within a current NOAk • • • .• • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively i l c flood coat of • • approved asphalt at 60 lbs./sq. • • • • •• •• • • • . ••• • 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. MIAMIOADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 14 of 27 Membrane Type: Deck Type 1I: Deck Description: System Type A(4): All General and System Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: BUR Wood, Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. Limitations shall apply. TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield' Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. MIAMI•DADE COUNTY APPROVED GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psi'. See General Limitation #7) • Miami -Dade County Approved min. 12 ga. annular ring shank nails.dhcgmin. 1-5/8.in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchorsheet side 1'aWaaid 6 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psi: See General Limitation,#7f •. . • • • • • • • .... • ••... • Drill -Teem #14 Fasteners and Drill-Tecm 3 in. Standard Steel Platoso c" ill-Te".... '• AccuTrac® Flat Plates or Drill-Tecm 3 in. Ribbed Galvalume Plata tFlat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.C.•iil.•tthg field of the sheet in two staggered rows. • (Maximum Design Pressure: —52.5 psi. See General Limitation #7) . • .. . •Drill-Tec"" #14 Fasteners and Drill-Tec"" 3 in. Standard Steel Plates, Drill -Tee • • • • AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Drill-Tec' #14 Fasteners and Drill-Tec"" 3 in. Standard Steel Plates, Drill-Tec"" AccuTrac® Flat Plates or Drill-Tecm 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —82.5 psf. See General Limitation #7) NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 15 of 27 • • • . One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/ft2 (Table 3) EnergyGuardm Polyiso Insulation, EnergyGuardm Tapered Polyiso Insulation, EnergyGuardm Ultra Polyiso Insulation, EnergyGuard"' RH Polyiso Insulation, EnergyGuard"' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS® Stratavent® Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufactu_rer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. • • Cap Sheet (Optional): GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granufe'Cap;Sheet.or . GAFGLAS® EnergyCap"' Mineral Surfaced Cap Sheet adhered 91 1 mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's iMt t1 fiion instructions .... • . • . Surfacing: Optional on granular surfaced membranes; required for smooth•membranes. • • .• • Chosen components must be applied according to manufactMV 3ipplicatidd •• • instructions. All coatings must be listed within a current NM... '' • • • . . . •• 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively ins flood sOf approved asphalt at 60 lbs./sq. • •• •• ' .. . .. . • . • . 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. •' ' OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See fastening options above. MIAMI.DADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 16 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(5): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut'M Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® (optional) Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS® #75 Base Sheet or Tri-Ply® #75 Base Sheet is secured as described below with Dade County Approved min. 12 ga. galvanized ring shank nails and 32 ga., 1-5/8 in. diameter tin tabs. Fastening: Nails and tabs are spaced 8 in. o.c. in the 4 in. wide side lap and 8 in. o.c. in two staggered rows in the field of the sheet. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fabian . • (Table 3) • • •• • D•ensit•y/ft2 • • EnergyGuard"" Polyiso Insulation, EnergyGuardT"' Tapered Polyiso Insulation, EnergyGuaj4; XI Ptiyistl • • Insulation, EnergyGuardT"' RH Tapered Polyiso Insulation • Minimum 1" thick N/A •••. WIA . • • • • Top Insulation Layer Insulation Fasteners Fastemx, • • (Table 3) •.'..' Density/ft2 Structodek® High Density Fiberboard Roof Insulation, Securock® Gypsum -Fiber Roof BQarc •• • ••• Minimum %" thick N/A • • WA • • •• Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the•Eirt rangead at a • • rate of 20-401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Ply: Cap Ply: Surfacing: Two or more plies of GAFGLAS® FlexPly''' 6 adhered with hot asphalt applied at 20-25 lbs./sq. GAFGLAS® Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: —52.5 psf. (See General Limitation #7) MIAMI•DADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 17 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C: All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) FireOutm Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo" Fire -Resistant Slip Sheet. One or more layers of any of the following insulations. Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardT"' RA Polyiso Insulation, EnergyGuardm RN Polyiso Insulation Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117.for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Vejrting Base Sheet laid dry or a layer of EnergyGuardT" Perlite Roof Insulation or wood fiber overlay boarddn all • polyisocyanurate applications. • • . . • . Top Insulation Layer Insulation Fastners' . Fastener . . (Table 3) • • • • • • •Density/ft2 SECUROCK® Gypsum -Fiber Roof Board ••• • • •• • • Minimum'/." thick 2, 8 • �1� i.78 ft2 . • Base Ply: Two or more plies of GAFGLAS® F1exPlyTM 6 adhered with hot asplfalt apDkgd 20-25 • • lbs./sq. installed per manufacturer's installation instructions. : • Cap Ply: GAFGLAS®Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheetor.'.' GAFGLAS® EnergyCapT"' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: —60 psf. (See General Limitation #7) MANMADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 18 of 27 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"" Polyiso Insulation, EnergyGuard " Ultra Polyiso Insulation, EnergyGuardm RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: Insulation shr ll have preliminary attachment, prior to the installation of the base sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation, optional thermal barrier (when present) and base sheet shall be simultaneously fastened. See base sheet below for fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment.• : • Fire Barrier: FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof DecicbISrotection • • (optional) VersaShield® Solo"" Fire -Resistant Slip Sheet, DensDeck® Roof Boafd,Ve't;urock�' Glass- . • Mat Roof Board or Securock"" Gypsum Fiber Roof Board.• .... • • Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply #75 Base SheetstGAFGLAS 't180 Ultima Base Sheet, GAFGLAS® Stratavent® Nailable Venting Baselhegt or Rub:raid® • • 20 Smooth applied over the loose laid insulation with 2" side laps nMMt;hahically fastened as • described below; • . . • • Fastening Drill-Tec' #12 Fastener or Drill-Tece' #14 Fastener and Drill-Tec," Steel Play y141- Option #1: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill -Teem AccuTrac® Flat Fjate:or AccuTrac® Recessed Plate is installed through the base sheet and insulation in 3 49v.1'2" o.c. 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 #9) Fastening Drill-Tece' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec"" 3" Steel Plate, Drill - Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill -Teo"" AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #9) Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid®20 Smooth, Ruberoid® Mop Smooth Option #3: attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) MIAMI DADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 19 of 27 . Fastening (Continued) Drill-Tec"'` #12 Fastener or Drill-Tecm #14 Fastener and Drill-Tecm 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac® Flat Plate or Drill-Tec"' AccuTrac® Recessed Plate in 4 rows 12" o.c. 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 #9) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexPlym 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: Surfacing: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply BUR Granule Cap Sheet or GAFGLAS®EnergyCap' 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. installed per manufacturer's installation instructions. 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. • OR • • Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a pLKmiritolloviedby. Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. ."". .... Maximum Design Pressure: See Fastening Options MIAMI.DADE COUNTY APPROVED . . .. .. . . . • • • • . • . • • • • • • • . • .. . . • • . . •. . • • .. . • • . . . NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 20 of 27 Membrane Type: Deck Type 1: Deck Description: System Type E(1): All General and System Fire Barrier: (optional) Base sheet: Fastening Option #1: Fastening Option #2: Ply Sheet: Cap Sheet: Surfacing: 1. Maximum Design Pressure: BUR Wood, Non -insulated 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. Limitations shall apply. Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #80 Ultima'M Base Sheet, Stratavent® Nailable Venting Base Sheet, Ruberoid® 20 Smooth, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Welds" 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Flex Ply'" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of the 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 Ultima'' Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Moprth1515th attached to deck with approved 11/4" annular ring shank nails and iriverfed3" steel Plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with afastenar spacing of 9" o.c. in the center of the membrane. • (Maximum Design Pressure —60 psf. See General Limitation #7) • • "' • • One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLA/410 Ultimo Base Sheet adhered in a full mopping of approved asphalt applied withirfthe•LVT rari'dnd at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions: • • • • • (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, TV-Pjr® BUR'Granule Cap Sheet or GAFGLAS®EnergyCap" Mineral Surfaced Cap Sheet'adheTed ina f'G1r • mopping of approved asphalt applied within the EVT range and at a rate of 20-4e rbs./sq. installed per manufacturer's installation instructions. 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. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. See Fastening Options MIAMIOADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 21 of 27 • • • • Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut" Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #80 Ultima Base Sheet mechanically attached with Miami -Dade County Approved min. 11/4 long, 12 ga., annular ring shank nails and 1-5/8" diameter tin caps spaced 7" o.c. in the min 4" wide side laps and in 3 staggered rows in the field of the sheet. Ply Sheet: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly" 6 adhered to the base sheet in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® RUR Granule:earlShheet of GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered lit ' fdl mopping of • • approved asphalt applied within the EVT range and at a rate of 2O-4Ehlbs./sq. itistalfed per • manufacturer's installation instructions. • Surfacing: Optional on granular surfaced membranes; required for smoOlik membranes. Chosen • components must be applied according to manufacturer's appD rttn instruttib1s. • All coatings must be listed within a current NOA. • • • • • • • • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively:in a flood cent of: • • approved asphalt at 60 lbs./sq.••• • 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. •.. •. • OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: -82.5 psf. (See General Limitation #7) MIAMIDADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 22 of 27 Ply Sheet: MIAMFDADE COUNTY APPROVED (Maximum Design Pressure: —52.5 psf. See General Limitation 43)• • • Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut"'' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo"" Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —4S psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. j.5,Mg. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchct shh8t side Paps and 6 • .n o.c. .n the field _Cat__ sheet __ .____ staggered • •• • • • • • • • • Fastening Drill -Tee' #14 Fasteners and Drill-Tece' 3 in. Standard Steel Plat I r 11-Ted''' • Option #3: AccuTrac® Flat Plates or Drill-Tecm 3 in. Ribbed Galvalume Plate tat) are spaced 16 • • in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.ci In he field pf a sheet in two staggered rows.• • (Maximum Design Pressure: —52.5 psi: See General Limitation:#7)• : • Fastening Drill -Tee' #14 Fasteners and Drill-Tece' 3 in. Standard Steel Plateis4 +3111-Tec' • • Option #4: AccuTrac® Flat Plates or Drill-Tecm 3 in. Ribbed Galvalume Plate (Flat) are stvgdd 72 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psi See General Limitation #7) Fastening Drill -Tee" #14 Fasteners and Drill-Tece' 3 in. Standard Steel Plates, Drill-Tece' Option #5: AccuTrac® Flat Plates or Drill-Tece' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 23 of 27 --> Cap Sheet: Surfacing: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet; Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap"' Mineral Surfaced Cap Sheet adhered in a full moppingof hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMFDADE COUNTY APPROVED • . • . . . . .... . • .... • . .... .. .. •••• • • • . . • . •. . • . . • . ▪ •• . ..• .. . • • • • • NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 24 of 27 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psi: See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laps and 6 in. oto yl file field of the sheet in two staggered rows. • (Maximum Design Pressure: —52.5 psi: See General Limitation #7) • • Fastening Drill-Tece" #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Dfil1'-itt"'' AccuTfac® •• • Option #3: Flat Plates or Drill-Tec"'' 3 in. Ribbed Galvalume Plate (Flat) are spaced'P6 Tn o.c. m.the:min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered• oms. • • (Maximum Design Pressure: —52.5 psf. See General Limitation #7) ..• .. • • • • Fastening Drill-Tec'' #14 Fasteners and Drill-Tec"'' 3 in. Standard Steel Plates, D;1r%r AccuTrac® • Option #4: Flat Plates or Drill-TecT"' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 Sri. o.c. i rthemin 4 • in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet hi Iwo laggered.royvs. • • (Maximum Design Pressure: —60 psf. See General Limitation #7) • •• Fastening Drill-Tec' #14 Fasteners and Drill-Tecm 3 in. Standard Steel Plates, Drill-Tec"" AccuTrac® Option #5: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap'" Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. MIAMI DADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 25 of 27 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. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB,Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. 1. Maximum Design Pressure: See Fastening Above. MIAMIDADE COUNTY APPROVED • • . • • . i •• • •• • . .... .... • • • • • . • .. .. .... . • • • • • . • . • . • . • • • • • •• • .. . • • • .. .. • NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 26 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyT' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDecr Roof Board or'h" 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 ore 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..WsTh&rt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached stems shall be limited to a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (Fl t%aTde of 275 lbT., as • tested in compliance with Testing Application Standard TAS 105. If the fastener value, as•t efd tested, re4low • 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmentas l ad on a aiittimum fastener resistance value in conjunction with the maximum design value listed within a spaoifi! system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener gmiing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Arct1itect,pr Registered • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdraw&rresistance 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE • • • MANMADE COUNTY APPROVED NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 • • • TGFU.R14153 - Roofing Systems ONLINE CERTf FICRTI = DIRECTORY TOFU.R14153 Roofing Systems Pace Bottom Page 1 of 50 Roofing Systems See General information IorRaotlno_gwatenns GAP 1361 Alps Rd Wayne, N7 07470-3700 USA R14153 •Ruberotd5 20" or •Ruberold® 20 HT' or "Ruberold® Modified Base Sheet" may be utilized as an alternate to Type G2 base abuts In any of the following Cam. 1/2-in. thick (mfnrnn m) gypsum board or 1/4-In. thldt (minimum) Georgle-Padlle Gypsum LLC "DenaDedc5 Roofboard," •Den:Deck Prime® Roofboerd or DensDeek DuuaGuard'" Roofboard' may be used in any adding noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible (15/32-In. thick Wittman) roof decks. However, the butt joints In the gypsum board and Geor la-Padfle Gypsum LLC "DensDed5 Roofboerd,"'Densbeck Prime® Roofboard" or'Denaoedc DuraGuard'" Roofboard' are to offset a minimum of 6-in. with the buttjoints in the roof deck. If polystyrene Is pert of the roof system, It must be placed below the overleyment board.• Multiple plies of "GAFGLAS® Ply 4' or "Tri-Ply® Ply 4" or " 11-PIy® Ply 6" may be adhered Is Georgia -Peak Gypsum LLC "DensDeilk ®Reofboard„ • "DensDeck Prime® Roofbeard• or'Denstiedc DuraGuerd+" Roofboerd• In hot roofing asphalt • • • •• • • • ' "Ener+gyGuard*" Ultra' Is en acceptable alternate to'EnergyGuerd'» RP" In any applicable Classification, • "GAF Stratevent® Ellminatorm Venting Base Sheet (Mallable)• may be medienkelly attached or hot mopped over noncombustible Viand es a • recover over exiting reef systems. •••• •• • "GAPGLAS® Perfte Insuiatfon" may be utilized es s cover board over'EnergyGuard"" Ri' insulation In any of the following systems: • • • • • • Unless otherwise Indicated, the roof insulation la mechanically fastened, adhered with hot mopping asphalt or UL Classified urethart4141% 6 • • • • adhesive. Polystyrene referenced In any of the following Classifications include "EhergyGuard"" ITS Insulation". • • • • • • • • Unless otherwise Imitated, ailIhsulatlons may be adhered with any UL °am led Insulation Adhesive per the manufacturer's Mata1I!on3risi'ructions • (excluding LRF Adhesive 0) In any applicable Non -Combustible Roof Batik Classifications. • • • • i References to glass fiber insulation include'rnerpyGuard Fiberglass Insulation". • • • • • •• • •• • "EnergyGuanr"Tapered' is an acceptable alternate to "fifergyGuareo In any applicable Clessincetion. • • •1 •• • ASPHALT FELT SYSTEMS WITH NOT ROOPTNA ASPHALT Type 02 asphalt glass met base sheet ("GAFGI.ASN #715 Base Sheet" or 'TM -Ply® #7S Base Sheet•, or 43AFGLAS® *80 ULTImA") k a sullable alternate for Type 031 asphalt glass fiber ply sheet ("GAPGIAS® Ply 4• or •T11-ply® Ply 4•, or 'GAFGUS® Ply 6') In the Caws A, 8 or C roof systems Indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat bus sheet "GAF Stretavent® Eliminator*" Venting Base Sheet (Perforated)" or "GAF Stratevent. Dimhrator" Venting Base Sheet (Nefsble).' Perforated bus streets to be loose laid or fully adhered with hot roofing asphalt end ndlabte base sheets are to be mechanlmty attached granule side down. As an option Type a2 asphalt glass met base sheet ("GAFGIAS® #75 Base Sheet' or MI -Nye #75 Base Sheet' or"GAFGLAS® #60 ULTIMA' or "GAF stratavent® Eliminator"" Venting Base Sheet (Naltabte)' may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4' or *Ri-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 mechanicaly fbstened. Unless otherwise indhNted, all Insulations may be hot mopped or mechanically fastened. •GAFGLAS® F1ashUg' or "Ruberoid®' may be used for flashing In any of the Class A, B or C systems tasted below. When 'paeans" Is referenced, this includes 'GAFT94P PERMAL1TE®" or any other UL Classlfed Renate insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems hated. Structural cement fiber buttdhtg units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adveniey affect the rating. The use of 18-in. minimum thick gypsum board te an acceptable alternate for minimum Insulation over C-15/32 thick roof decks. tip://database nl.com/cgi-bin/XYVftemplateiLYSEXT 1FRAME/showpage.h> ml?namepTGFU.R14153dtcc.,, 2/17/2015 • • • • • • •• • • • •• • • • • TOPU.R14153 - Roofing Systems Page 2 of 50 The was or polystyrene Insulation board between mhil mum 3-in. thick perllte beard end deck with rosin paper (petite/rosin Paper/polystyrnne/pe nte) is s eatable altemata for polyfsacyenurets board in the following Gass A, B or C systems. ' Ener0IGuard'" RA' or'Tepered EnerpyGuard" RA".or'EnergyGuard" Composite RA" may be substituted for any Atlas Roofing Corp. polylsocyanurate inauledon M any 'Ogre fbI1ow1ng Claasincedons. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt'. ' GAPGLAse *BO Premium Base Sheet' may be used In any of the following systems. •GAFGLAS® Flex Ply 6" end'Tr1-Ply® Ultra -Flexible Ply 6' are suitable alternates to'GAPGLAS® Pry 6". 'GAFTEMP Permafte Recover Board' may be used in Ileu of any perllte Insulation in any of the ibUowing NC CrassMeadons. Unless otherwise Indicated, any of the 'Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with 'TOPCOAT® Pin/shield MB• at 2V! to 3-gal/100-R2. 'Ruberold® Dual Smooth" may be used as en alternate to "Ruberolde Mop Smooth" or "Ruberolder 20" or'Rubarolde 20 HT'. •Ruberofd® Mop Smooth 1.S' may be used as an alternate to 'Ruberoid® Mop Smooth". Class A, a and C Hot roofing asphalt, for use with organic end glass fefts or modified bitumen membranes. "Ruberofd® Heat Weld" SOS roofing membrane may be used in lieu of "Ruben, d. Mop" SBS products in any applicable Classification. Class A 1. Deck= C-15/32 magnet 3 Insulation (Optional)! — One or more layers perlite or wood fiber or grass fiber or potyrsocyanurate or urethane or pertlbe/polyisocyanura(p composite or peri1te/uretthane composite or wood fiber/polylsocyanurate composite or phenolic, any t fdmess. • Pry Sheet! — Three or more plies Type G1 or 'GAFGIAS® Ply 41' or 'Tit-Piy® Ply 4' or'GAFGLAS® Pfy 6' hot d. • • • Surfedngs — Gravel. mopped. • • •• • • • 2, Decks C-15/32 Incline! 2 • • Insulation (Optional)! — One or more layers parka or wood fiber or obese fiber or polylsocyanurate or urethane or peHtte/gp)jcyanuretp • • composite or partite/urethane composite or wood Ilber/polylsocyenurats compo*e or phenolic, any thickness. • • Ply Sheets — Three or more plies Type G1 or •GAFGLAS® Ply 4" or "Trt-ply® Pty 4' or •GAFGLAS® Pty 6'. • • • • • Cap Sheet! — One ply Type G3 "GAFGiAS® Mineral Surfaced Cap Sheer or 'TM -Ply® Minaret Surfaced Cap Sheet • or "GAFOLIGb • • • • energycap BUR Mijneret Surfaced Cep Sheet". • • • •• •• •••• 3. Decks NC Incliner 2 • Inaufation (Optional): — One or more (eyrie perllte, wood fiber, • • perlR4urethene a nl , glass fiber, polylsocyanurate, urethane, perllte/polyrsocnurebi c▪ ompost! • • • •. posIte, wood fiber/P etyannrete composite, phenolic, 2-In. maximum. Ply Sheets — TWo or ore plies Type G1 •GARR AS. Ply 4", "T11-Ply® Pty 4' or "GAFGLAS® Ply 6'. • • • m• • • Cap Sheets — One ply Type G3 'GAFGLASO Mineral Surfaced Cap Sheet.' or'Trf-Ply® Miners! Surfaced Cep Sheer or "GAFGLAS® •• • • Energycbp BUR Mineral Surfaced Cap Sheet. • • • 4. Decks C-15/32 Incliner 1 Srrp Sheet (optiona)! — Red roan paper, nailed to deck. Insulation (Optional)! — Any thidmess partite or wood fiber or glass fiber or potytsoeyanurete mechenrcetly fastened or adhered wl h OMG Inc. 'OlyBond fastening System" or any UL Clanked Insulation adhesive. Base Sheets — One ply Type G2 •'Ar!7'S Base Sheer or'Trt-Py®*75 Base Sheet• (may be nailed). Pry Streets Ply 4' or Ply 4' or GAFGLAS® Py 6'. cap Shave! — one p end COD Sheet, or "TA-Py® Mineral Surfaced Cap Sheet" or'GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet". Surfaderg (optional): —'TOPCOAT® EnergyCotem tfestomeric Coating' applied at a rate of 2-gel/100-ft2. S. Decks NC Indfnes 3 Base Sheets — One ply Type G2'GAFGLAS® 075 Base Sheet' or "Trt-Py® *75 Base Sheet". Ply Sheen — One or more plies Type G1'GAFGLILR® NY 4' or will -Ply® Ply 4' or'GAPGIASe Py 6". Cap Sheet! — One *Type G3 "GARILASS Mineral Surfaced Cep Sheet* or •Tr!-Py® Mineral Surfaced Cep Sheet' or'GAFGLAS® EnergyCep" BUR Mineral Surfbasd Cap Sheet." 6. Decks C-15/32 Imam: 2 insulations — One or more layers perllte, glass fiber, polytsocyanurate, urethane, parlite/potytsocyanurate compoefe, pe►Ilte/urefhene composite, phenolic, In. minimum (offset a minimum of 6-in. from plywood deck )olnts). Base Sheatr — One or more plleslype G1 or Type G2 or Type 153. Membrane! — One or more plies "Ruberold® Torch Smooth" or "RubeMotd® Torch Granule' or •Ruberoid. Torch Granule Plus" or'Ruberotde Mop Smooth` or "Ruberolde Mop Smooth 1.5' or "Ruberoid® Mop Smooth Pius• or •Ruberolde Mop Granule" or'Ruberold® Mop Plus Granule" or'ROOFMetch"" SBS Modified Granular' or "TM -Pry® SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular' or 1111-Ply. TP-4G" or *TH-Py® TP-4' or "Ruberotde Duel Smooth'. ttp;//database.acom/egi-bin/XYVltemplate2ISEXT/IFRAMH/shovvpage.himl?neme=n3FU.R14153&ce... 2/17/2015 • • • • s • • • • • 3 • • • • •