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RF-19-2149Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 ��nn�Ps Issue Date:10/16/2019 Location Address Parcel Number 370 NE 97TH ST, Miami Shores, FL 33138 1132060135820 Contacts Permit NO.: RF-09-19-2149 Permit Type: Roof Work Classification: Repair Roof Permit Status: Approved Expiration: 04/ 13/2020 KENNETH AND VIRGINA CLAUSSEN Owner TOP SEAL SERVICES CORP Contractor 370 97 ST, MIAMI SHORES, FL 331382406 RONALD MEDINA Business: 3057547844 Description: REROOF TILE TO TILE Valuation: $ 26,000.00 on Requests: Inspection titi4949 FLAT ROOF REPLACE WITH TAPERD INSULATION TO ROOF Total 5q Feet: 2,886.00 Fees Amount Application Fee - Other $50.00 CCF $15.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.20 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Total: $344.80 Payments Date Paid Amt Paid Total Fees $344.80 Check # 5715 09/16/2019 $50.00 Check # 5731 10/16/2019 $294.80 Amount Due: $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 y g�ng construction and zoning. Futhermgre, I authorize the above named contractor to do the work stated. ntractor / Agent October 16, 2019 Date Page 2 of 2 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC 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 ROOFING REC)�vL D SEPla,, 0'' FBC 20» Master Permit No. Vy- 09" 19- d 149 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A �j I�CONTRACTOR DRAWINGS JOB ADDRESS: 3 %&O / 7 d' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4"' ' A`` 45\ Phone#: Address: �(� City: State: // / Zip: 73 Tenant/Lessee Name: Email one#: CONTRACTOR: Company Name• c Phone#: T Address: 5-5 � City: r Y1 0`'� State: ��n —( Zip: ,p Qualifier Name: Y��`'� A'� �l I �' ��C n./� Phone#: State Certification or Registration #: �_Certificate of Competency #: ` a `• t i DESIGNER: Architect/Engineer: Phone#: Address: State: Zip: Value of Work for this Permit: $ o.o gn. Square/Linear Footage of Work: rK 4 Type of Work: ❑ Addition ❑ Alteration ❑ New epair/Replace ❑ Demolition Description of Work: � ` I n Specify,color-of color thru file:__ C Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF DBPR $ I CO/Cc $ Notary $ Double Fee $ Bond $ 500 0z)�^� TOTAL FEE NOW DUE $ 2 ! T. �iGO �q 4. `�.J Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 commen e.-ef ust sted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t e obssuch osted notice, the inspection will no bP approved and a reinspection fee will be charged. , Signature V 1I Signature OWNER or AGENT The foregoing instrument was acknowledged before me this '*i Imo. day of Swoh&u. f.-aJ" 20 15 by �1 F 4?A.1g0rzSG&*-�' who is personally known to R The foregoing instrumen as acknowledged before me this /� day of 4 20 iq by `r--- who is personally known to me or who has produced as me or who has prod identification and who did take an oath. identification a NOTARY PUBLIC: NOTARY PU IC: Sign: Sign: Print: Print: I Seal: Seal: GIOMAR L WEATHERWAX MY COMMISSION # FF921148 . EXPIRES Septe ber 23, 2019 ********** ted►P�;)1`-0YlS******�I'dKilil�lbi6 $J1' 'E�nV`**** *************************** APPROVED BY / Plans Examiner Structural Review as an oath. Cc. MICHAEL MARTINEZ MY COMMISSION # GG041319 EXPIRES October 24, 2020 Zoning Clerk (Revised02/24/2014) OWNER'S AFFIDAVIT OF EXEMPTION Roof to wall connection Hurricane Mit%pdon Retrofit for Existing SPoe-Bait Single Family RamdeIntiai Structures, az, aez ,xo�s Pursuant to Section 553.844, F.S. PERMIT No: • - Job Address OWNER'S INFORMATION: (Only the owner of record may submit and must sign this application.) Name: ...... Address/ City / State / Zip 3°�2�'` . ...... .... ...... Email: our Doti gam,. ! •cars`. ccsu.� ...... Phone No: 3 • .... . ..... ...... .... ..... Dear Building Official: • .. .. .. . ...... certify that 1 am not required to rettofit the Roof a -Wall ....:. oonnections of my building because: • • • • • • .. .. The just valuation for the structure for purposes of ad valorem taxation is less than $300,000. 0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00,r and the building was not constructed in compliance with the FBC ;Of r w' -1994 SFBC, an Affidavit of Roof to Wall Connection Mitiiiation Retrofit must be Signature of the Property owner Ownees Signature (Date) State of Florida ) County of Miami -Dade I �,� �,�+. . 2p1 �i Sworn to and subscribed before me this Day ofSmP BY « F CI .,V4 V t S u�t1V personalty k..vU j oar Produced Identification ( ) Type of Identification produced SEAL) GiOMAR L WEA7-PIERWAX MY COMMISSION # FF921148 t r EXPIRES September 23, 2019 :HR•UIR'I FlandsNolmySerwce corm Page i of 1 L�,F�., M�IAMA E r "Delivering Excellence Every Day" ------ NH -NA I -DARE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner it designated required space indicates t theotem explain to the owner the content of this form. The owners initials in has bZexpl'ed. locity hetics-workmanship: The workmanship provisions o e wmd resistancie and water intrusion Hurricane Zone) are for the purpose of providing that the roofing system meets performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic" es such as color or architectural appearance, that are not part of a zoning code, should be addressed . . .... .....0 as p of e agreement between the owner and the contractor. .. .. • • •• • the existing wood roof deeic mayI&P. to be....:. 2. Renailing wood decks: When replacing roofing, g • enailed ' accordance with the current provisions of Chapter 16 (High Velocity Hurr�Lit Zone: ):of the $lAri r stem ..... Bu' ' g Code. (The roof deck is usually concealed prior to removing the existing rD• • Sy • • • • r • • • 3. C mon roofs: Common roofs are those which have no visible delin.eatic aXetwetp..eghboxI gg. • _ ontractor and/or • •••••• units (i.e. towrihouses, condominiums, etc.). In buildings with common roofs, the rop • • • • • • owner T4. ould notify the occupants of adjacent units of roofing work to be performe • • 00 • • • • • • • Exposed ceilings: Exposed, open beam ceilings are where the underside of the rooting can be viewed frombelow. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetr ons of the underside of the decking may not be acceptable. The owner provides the option of ma' ining this appearance. : f system and/or deck of the building may not drain well, and may 5. Ponding water: The current roo cause water to pond (accumulate) in low-lying areas of the roof. Ponding an be an in may shorten the life dication of structural distress and may require the review of a professional structural eg co ditions may not be evident until the original Eii6. cy d performance of the new roofing system. Pond — all stem is removed. Ponding conditions should be corrected. F Ove ow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloa ' om a build up of we if ater. Perimeter/edge walls or other r000 install overflow snsions may � uppersck this ain accordance over w scuppers (wall outlets) are not provided.' !It maybe necessary wi the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 17. Ventilation: Most roof structdres should have some.ability to vent natural action hathrough thbe interior of the structural assembly (the building itself). The existing amoyznt of attic ven#1 reduced. Owner's/.:,Agent's S Contractor's Signa Property Address: ] / `f ; / i! ber: A�� b® CERTIFICATE OF LIABILITY INSURANCE ososi2o 9D"""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER AAME: EDWARD DOPAZO Emperor Insurance 12928 SW 133 CT PHONE (A&-H -Eat). (305) 253-5343 Alec Nc ; (305) 253-6169 ERass. edopazo@emperorinsurance.com INSURERS AFFORDING COVERAGE NAICY Suite A INSURER A: SECURITY NATIONAL INSURANCE COMPANY 19879 Miami FL 33186 INSURED INSURER B : Top Seal Services Corp. INSURER C: INSURER D : 5025 SW 75TH ST INSURER E: INSURER F: MIAMI FL 33143 GUVERAGES CFRTIFICATF IUIIMRFR• DC1n CIANI ANIMDCD- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRPOLICY TYPE OF INSURANCE A D SUSR NUMBER OLII MPMCYEFF POLICY FXP LIMITS A X COMMERCIALGENERAL LIABILITY CLAIMS -MADE ❑X OCCUR SES177610500 01/21/2019 01/21/2020 EACH OCCURRENCE 5 1,000,000 DA MAG O N PREMISES Ea occurrence) S 100,000 MED EXP (Any oneperson) S 5,ODO PERSONAL BADVINJURY S 1.000,000 GEML AGGREGATE LIMIT APPLIES PER: X POLICY ❑ PRO- JET LOC ri OTHER: GENERAL AGGREGATE s 2,000,000 PRODUCTS - COMP/OP AGG s 2,000.000 S AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS HIRED NON -OWNED AUTOS ONLYoanil AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) S $ BODILY INJURY accident ) $ PROPERTY DAMAGE r as S S UMBRELLA LIAa EXCESS LIAB HCLAIM&MADE OCCUR EACH OCCURRENCE $ AGGREGATE S DED I I RETENTION s s WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ In NH) It yh, describe under DESCRIPTION OF OP RATIONS below NIA PER OTH- STATUTE ER .EACH E.EACH ACCIDENT E.L S E.L. DISEASE- EA EMPLOYE s E.L. DISEASE- POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES (ACORO 101, Additional Remarks Schedule, maybe attached II mors apace is required) Roofing Contractor, Residential and Commercial Roofing. VILLAGE OF MIAMI SHORES BUILDING & ZONIING 10050 NE 2nd AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE G 01988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD I A`COM0 CERTIFICATE OF LIABILITY INSURANCE TE(MMAD �09/131200119 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endomemeaL A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Frank B. Furman, Inc. 1314 East Atlantic Blvd. P. O. Bolt 1927 Pompano Beach FL 33061 CONTACT NAME Raca.e Liebman PHONE . (954)943-5050 FAX r9541942-6310 E-MAIL. kacie2ADDRESS£++*�=*++^R+•�aace.com INSURERM AFFORDING COVERAGE NAIC # INSURERA:BrLdgefleld Casualty Ins Cc 10335 INSURED Top Seal Services Corp 598 NW 54th Street Miami FL 33127 INSURER B - INSURERC: INSURERD• INSURER E : INSURER F: f_nvFRAr.FS CFRTIFTCATE NU1M1HER_1`J^[U XaST@r KCVMKJN NUMDr-K: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE WSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE Op. SUER POLICPOUCYNUMBER MYYY MMMIIDn# EXP LIMITSLTR COMMERCIAL GENERAL LIABILITY CLAIMS -MADE n OCCUR EACH OCCURRENCE S DAMAGE TO RENTED PREMISE ocnrre K6 5 MED EXP (My one prim) S '— PERSONAL & ADV INJURY S GEN'LAGGREGATeUMITAPPLIESPER* ]POLICY n JPRO- � LOC OTHER, GENERALAGGREGATE $ PRODUCTS -COMPJOPAGG S S AUTOMOBILE LIABILITY ANYAUTO ALL OWNED SCHEDULED NAUMS AOON-GINNED HIRED AUTOS UTOS COMBINED SINGLE UMTr Es amden S BODILY INJURY (Per person) S BODILY INJURY O er accident) S P=ef �TYDAMAGE $ $ UMBRELLA A LIAR EXCESS UAB OCCUR CLAIMS -MADE - EACH OCCURRENCE S AGGREGATE $ DED RETENTION S $ A WORKERS COMPENSATION AM EMPLOYERS' LIABILITY ANY PROPRIETORh+ARTNERJEXECUTIYE YIN OFFICER1MEMSER EXCLUDED? (Mandatory in NH) N yes. describe under RIPTION OF OPERATIONS below MIA 196-a7017 9/3/2019 I 9/3/2020 ' % PER A ER EJ_ EACH ACCIDENT t 1,000,020 E.L. DISEASE - EA EMPLOYEE S 1 000 000 E.L. DISEASE -POLICY LIMIT S 1,000,000 DESCRPnON OF OPERATIQNS4 LOCATIONS! VEHK:I.ES (ACORD 101. Additional Remarks Schedde, maybe aWohed if more space is rwored) CERTIFICATE HOLDER CANCELLATION VILLAGE OF R BUILDING & Z 10050 NE 2nd MIAMI SHORE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. r1 _:J1 —i ;r13IIn De Jong/KJL ACORD 25 (2014101) The ACORD name and logo are Registered marks of ACORD INS025 901401) .tea -alol— a Y https:Hmail.google.conVmail/u/O/?tab=wm&ogbt#inbox/FWcgxwDrHq WRpSVkfbGnZOpCbHSjXGg?projector-1 &messagePartld=0.2 1/1 alt I It -,. L 3 Now Roof E3 Re -Rooting RRecovering E3 Repair DnnF JQVATFU ImpnRUATIM • t =.L. taMA TIM it iF j 'M ■ ■ Florida Building Code 6th Edition (2017) �•�� High -Velocity Hurricane Zone Uniform Permit Application PbrjA , ...... .... Section D (Steer) Sloped Roof System) • • • • • • Roof System Manufacturer: 0A� • • • • • • . . . . Notice of Acceptance Number: - • Minimum Design Wind P essures, if Applicable (From RAS 27 or Calculatl6Ab): q Y P1: ` P2• P3• Maximum Design Pressure From the NOA Specific System): Method of tile attachment: i Steep Sloped Roof System Description Deck Type: ype Undeda ent• , Roof lope: nsulation: -� 42 Fire Barr er: . n F Ridge Ventilation? astener Type & Spacing: dhesive Type ype Cap Sheet: oof Covering: Mean Roof Height: Type & Size Drip Edge: ,1JA 1�a • �•••• Florida Building Code 6th Edition (2017) •• "•, Form' High -Velocity Hurricane Zone Uniform Permit Application ."'. . • .... ... • . Y dose'' ' Section E (Tile Calculations) see* . .. For Moment based tale systems, choose either Method 1 or 2. Compared thewalae4 111 .... .. for M,with the values from M,. If the Mt values are greater than or equal totlNA* ". values, for each area of the roof, then the tale attachment method is acceptable... / Me osd 1 "Moment Bas >ie Calculi Aeons Per RAS 12Z" " • ; • • • • • .. (PI: x � a �� — Mg: 14frt NOA N>t ..ice •. (Pz' x — M8: NOA Mr—,T = r • 01 1� we a .'3 — M =1Kr NOA � (P3• x S• Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA K l Mr quired Moment Resistance` MeajVlRoof Height — Slope 1 15' 20' 25' 30' 40' 2. 12 36.5 9.7 42.2 32. 34.4 3T.0 37. 2 301 32.21 5:12 23A, 30.1 31.6 2. 9 612 2,4 28.0 d 30.5 32.4 7:12 Y 25.9' 27.1 28.2 0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Ruless and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the F, values, for each area•of the roof, then thee attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI:_x1:_ x w:=^)—w:_xcose:_= F,I:_ NOAF' (P2:_x1:_ x w:-_)—w:_xcos e:_= Frz:_ NOA F'_ (P3:�x1:_ x w:=_)—w:_xcds0:_= Fr3:_ NOAF' G Where to Obtain Information Description Symbol Where to find Design F*&% re P 1 or F2 or P3 RAS 127 Table 1 or by an engiacaing ana}yBis prepared by PE on ASCE 7 Mean Roof Keight H Job Site Roof lope g Job Site Mul tier NOA Restonn Moment due to M NOA Attachment Resistabpe Mr NOA Moment Resistan& M. Calculated Minimum Attachment F NOA Uplift Resistance F, Calculated Aveta a Tile Weight NOA Tile Dimensiow Pqength w= NOA All calculations must be submitted to the Bull ' isia ofpermit application. .. 0.1 MiIAMI-C�4I]E DEPARTMENT OF REGULATORY AND ECONOMICRESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA MiAMI-DADS C PUINTY PROiIWT.NNTROI*�fhION I I fll SN'/ 26 Sti-et, j.'tiU�p 208 '. • *M:, rR, l= lorida5!1 f7+5-2474 • • • • • • T (78U94919 i390 T= (786) -415-2599 • 0 wwhw.w»amidade.-ov/erinomV • • ■r ••••• BoralRoofing,LLC •••••• •••• ••0••• 7575 Irvine Center Drive, Suite 1.00 • • • • • • • • • •; • Irvine, CA 92618 ' . . . . ...... SCOPT✓' • This NOA is being issued under the applicable rules and regulations governing the use of construction matetia+ `. T0he • 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane "Lone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after- a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NtOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. ,� NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tyne: Wood .... . ..... SCOPF ...... .,,. 00:600 This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Vonc%ete Rooi'Tilt, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice'of A*celataioce. For locations where the pressure requirements; as determined by applicable Building Code, do not exceed tie desk hw*sure values obtained by calculations in compliance with RAS 127 using the values listed On t* tstall%tion�section :••••: herein. The attachment calculations shall be done as a moment based system. • 2. PRODUCT Dr:.SCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Split Shake Saxony 900-Shake 'Prim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof the with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half'brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-1 12 Accessory trim, boosted Barcelona. concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 MIAMI•DADECOUNTY Expiration Date: 04/26/22 �Fjg.asrj;" Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Alfency The Center for Applied Engineering, inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, inc. Redland Technologies Redland Technologies Redland Technologies Redland "Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc Walker Engineering, Inc Walker Engineering„ Inc Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 `Kest #MDC-77 ...... Test Name/Report ...;.. .... Date. Static Uplift Testing ."••. Map.199;1. TAS 101 (Mortar Set) Static UpliftTesting �•:�•: Marr•It;'IM.4 TAS 101 (Adhesive Set) �• Static Uplift Testing TAS 102 • • Feb A (2 Quik-Drive Screws, Direct Dec>) ; • • • • • . Static Uplift Testing'FAS 102 '..' FetZ 19.9.5 (2 Quik-Drive Screws, Battens) ' Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 7161-03 Wind Tunnel Testing Dec. 1991 Appendix Ii & iiI TAS 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) P0402 Withdrawal Resistance Tcsting of Sept. 1993 screw vs. smooth shank nails R1.894/R2.894/R3.894 Physical Properties Aug. 1994 TAS 112 520109-1 Static uplift Testing Dec. 1998 5201 ! 1-4 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Evaluation Calculations 25-7094 February 1996 Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01/16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/i6 R`['0617 04-16 TAS 112 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accobciance.M111 TAS 106. ��•� •••••- 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory�q p;lform gejgT rlp test ... in accordance with TAS 112, appendix 'A'. Such testing shall be submitte4.t4i;1lle Building Code Compliance Office for review. .... 3.4 Minimum underlayments shall be in compliance with the applicable Roofing App%atioris Standards listed ..... section 4.1 herein. •••••• •••• ••••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the Pool:slope un+Z' stated • • • • • • otherwise by the underlayment material manufacturers published literature. •••••• ' 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be iri compl"V:.with the applicable Building Code. ••• 0 •••••• 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1 18, RAS 1 19, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - �, (ft') Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M8 (ft-Ibf) - Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 1 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Expiration Sate: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (mi1T..1,9y3f" ply"QQG4 • y���tens .a� ' •••17.2 Saxony 900 2-10d Ring• Shank Nails 30.9 W1• - Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 Shake 2-10d Smooth or Screw Shank Nails 14.0 18." 7.4 1 .#8 Screw 30.8 50 • • ' •'1 2 2 .#8 Screws 51.7 51.7' • • • 24!4 1-10d Smooth or Screw Shank Nail (Field 24.3 :4!-1•; 24.2 Clip) • • • • 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 :9.0�•. of 22.1 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 • • 01.8 Clip) 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 a 3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond"' one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset'E- AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives PolyseVr) AH-160 Two -component foam 118.94 40,45 3 Large paddy placement of 45 grams of Polysett AH-160. 4 Medium paddy placement of 24 grams of Polyset� AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". ...... .... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES f y?YLOANT?:O:*o LOCATED UNDERNEATH TILE ...... . 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: �.:.. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL. HOLES 1i .PROFILE DRAWINGS UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERL.00K NOA No.: 16-071 1.05 MIAMI•DAD, COUNTY Expiration Date: 0.1/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE .. . .. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES h PROFILF DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE ...... :44- 2" (Shake) r NOA No.: 16-071 1.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as'NA`) System Manufacturer. GAF MATERIALS CORP. NOA No.: 18-0919.12 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 42.8 Pmax2: 71.7 Pmax3: 108.0 Max Design Pressure, From the Specific NOA 45 System: Deck: PLYWOOD Gauge/Thickness: MINIMUM 5/8" Slope: 1/8":12" 1 PLY 75# Anchor/Base Sheet & No. of Ply(s): GLASSBASE Anchor/Base Sheet Fastener/Bonding, Material: 1-1/4" RS NAILS & 1-5/8' TINCAPS Insulation Base Layer:Tapered Pol yi so Crickets Base Insulation Size and Thickness: 1"min "X4' X4 ' Base Insulation Fastener/Bonding Material: FULLY ADHERED IN TYPE 4 ROOFING ASPHALT Top Insulation Layer: ---- N/A ---- Top Insulation Size and Thickness: -N/A Top Insulation Fastener/Bonding Material: ----N/A---- Base Sheet(s) &No. of Ply(s): GAF . F_ —vent Base Sheet Fastener/Bonding Mated Voose Laid Ply Sheet(s)& No. of Ply(s):i ply R Ib roi d 20 PIy Sheet Fastener/Bonding Material: FULLY ADHERED IN TYPE 4 ROOFING ASPHALT Top Ply: GAF Mineral Surfaced CAPSHEET Top Ply Fastener/ Bonding Material: FULLY ADHERED IN TYPE 4 ROOFING ASPHALT Surfacing:----N/A---- Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 ' oc @ Lap, # Rows @ 9 ' oc Perimeter: 6 ' oc @ Lap, # Rows 4 @ 6 ` oc 4 Comer. _ , ' oc @ Lap, # Rows _ @ f; *oc . • • . Number of Fasteners Per Irisralatibn Board • ...... .... < --- NOT APPLICABLE INSULATION Ful.l.%JDHERED--a Field Perimeter __CorAoc___ . . • • ...•.• Illustrate Components Noted airui • ... Details as Applicable: 009000 •.. • Woodblocking, Gutter, Edge . •Toapination, . Stripping, Flashing, Continuous Cheat, Cagt Strip, Base Flashing, Counter- Flashing' • • • • Coping, Etc. •.. • ; . 0 Indicate: Mean Roof Height, Parapet Height, 9 • Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 26 GA, CAULIKABLE S COUNTER FLASHING OVER FLAT TERMINATION BAR BOTH FASTENED WITH 12VX15" OIA MASONARY ANCHORS ®6'O.0 RUBEROIO SBS GRANULAR WHITE ROLL FOR BASE FLASHING _ Mineral Surfaced CAP SHEET 4' —�--- f__'� 5 :::_Izl- Parapet HeIQht Fr. 1 8-20 PLYWOOD Mean Roof Height ' 1 Ply RUberOicT20 1 PLY STRATAVENT PERFORATED 1/4" Tapered ISO X&Y Panels for Cric 1 PLY 75# GLASSBASE MMI�IAA�MI DADE ��.1'L�tlJ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA GAF 1 Campus Drive Parsippany, NJ 07054 11IIAMI-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/economv SCOPE: •••••• •••• This NOA is being issued under the applicable rules and regulations governing the use of 0ppstructign • materials. The documentation submitted has been reviewed and accepted by Miami -Dada Gounty RCfr-• • • Product Control Section to be used in Miami Dade County and other areas where allowtd bj•tte Autl"iOy Having Jurisdiction (AHJ). • • • • • • • ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Aroducj•••:• Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami D$de ab inty) • reserve the right to have this product or material tested for quality assurance purposes. If ttis produaa oro*o 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code 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 logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 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 Approval Date: 11/08/18 Page 1 of 27 ROOFING SYSTEM APPROVAL Catej!ory: Roofing Sub-Cateizory: BUR Material: Fiberglass Deck Tyne: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APP.CICANT: ' • • • +' • • .. :. TABLE l to + •'0 ' ...... .... ...... Test . Prod"o o o • Product Dimensions Specification Descrintfi'M0 ;••.;• + • GAFGLAS' Ply 4 39.37" (1 meter) ASTM D2178 .... . Smooth surfaced asphaltiaaply4ret re infoxed ..... ..:..' Wide with fiberglass mat. •• •• �• 0 +••••• Tri-Ply' Ply 4 39.37" (1 meter) ASTM D2178 ...... Smooth surfaced asphaltice Iy sheet reinforced . . ....:. Wide with fiberglass mat. • GAFGLAS" 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet re�0rccd FlexPlyT" 6 Wide with fiberglass mat. GAFGLAS'"#75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. Tri-Ply'475 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLAS" #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima'" Base Sheet Wide with fiberglass mat. GAFGLAS" 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Strataven0'' Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLASe 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent'Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid' 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid''� Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid' Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid' HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide 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 Test Product Product Dimensions Specification Description Ruberoid' HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied-&E?Shase or anchor Smooth GAFGLAS' Mineral Surfaced Cap Sheet Tri-Ply" BUR Granule Cap Sheet GAFGLA5" EnergyCapT"' Mineral Surfaced Cap Sheet Topcoat' Surface Seal SB Topcoat' Membrane Topcoat' MB Plus wide 39.37" (1 meter) Wide ASTM D3909 39.37" (1 meter) ASTM D3909 Wide 39.37" (1 meter) ASTM D3909 Wide 5 or 55 gallons ASTM D6083 1, 5 or 55 gallons ASTM D6083 5 or 55 gallons Topcoat' FireOutT"' 5 or 55 gallons Fire Barrier Coating VersaShield' Fire- 12" x 100' rolls Resistant Roof Deck Protection VersaShield' Solo"' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat`' 1, 5 gallons or FlexSealT"' 1 qt. tube sheet reinforced with a polyeSttrpat. •,: • • • •..... Granule surfaced asphaltic cap::reinforced with fiberglass mat. •••.' �••.:. Granule surfaced asphaltic r,r,%lieet reinforced' with fiberglass mat. Granule surfaced asphaltic cap•shget reinforced with fiberglass mat. Cap sheet is factoryapa tad with TOPCOAT'' EnergyCoteT"' Elastomenc Coating. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water -based elastomeric coating Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Proprietary Low VOC, water based fire barrier coating. ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D146, Non -asphaltic, fire resistant fiberglass D828, D4869, underlayment D6757 TAS 139 Solvent -based elastomeric sealant. NOA No.: 18-0919.07 MIAMI•DAD; eouNTY Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 3 of 27 APPROVED INSULATIONS: TABLE 2 Product Name Product Description EnergyGuardTM Polyiso Polyisocyanurate foam insulation Insulation EnergyGuardTM Tapered Polyisocyanurate foam insulation Polyiso Insulation EnergyGuardTM Ultra Polyiso Glass -faced polyisocyanurate foam insulation Insulation EnergyGuardTM RA Polyiso Polyisocyanurate foam insulation Insulation EnergyGuardTM RA Composite Polyisocyanurate foam insulation with high Polyiso Insulation density fiberboard or permalite EnergyGuardTM RH Polyiso Polyisocyanurate foam insulation Insulation EnergyGuardTM RH Tapered Polyisocyanurate foam insulation Polyiso Insulation EnergyGuardTM RN Polyiso Polyisocyanurate foam insulation Insulation EnergyGuardTM Perlite Roof Perlite insulation board Insulation EnergyGuardTM Perlite Recover Perlite recover board Board Securock"Gypsum-Fiber Roof Gypsum board Board Securock'$ Glass -Mat Roof Glass faced gypsum board Board Structodek' High Density Fiber High density fiberboard Board Roof Insulation DensDeck' Prime Roof Board Gypsum board DensDeck" Roof Board Gypsum board Manufacturer (With C%rnenTt NO -A}- ...GAF ...... GAF ' • • •, • • GAF • GAF GAF GAF GAF GAF GAF United States Gypsum Corp. 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: TABLE 3 Fastener Product Product Manufactu_r�C• Number Name Description Dimensions (SVitb'Curreni6XOA) 1. Drill-TecT" 412 Fastener Phillips head, modified #12 x 8" max. •••••. GAF- ••. .' buttress thread, pinch point, length, #3 '••:•• ••••• ••••:. carbon steel fastener for use Phillips head. ."'• :.• • in steel or wood decks. With CR-10 coating. Available with a pinch point or drill 00004.0 .,• ••••• •• • ••� ,� point. . • 2. Drill-TecT" 414 Fastener Truss head, self -drilling, 414 x 16" .', Gb': •""' pinch point, high thread max. length, ; •. •••... fastener for use in steel, wood 43 Phillips "• • • ' or concrete decks. head. 3. Drill -Teel" ASAP 3S Drill-TecT" #12 Fastener with See GAF Drill-TecT" 3" Standard Steel components Plate. 4. Drill-TecT" 3" Steel Plate Round Galvalumeo steel 3" Round GAP stress plate with reinforcing ribs and recessed foe use with Drill-TecT" fasteners. 5. Drill-TecT" 3" Standard Steel Galvalume' coated steel 3" Round GAF Plate stress plate for use with approved Drill-TecT" fasteners. 6. Drill-TecT" AccuTrac'Flat A2-SS aluminized steel plate 3" square; GAF Plate for use with Drill-TecT" .017" thick fasteners. 7. Drill-TecT" AccuTrac' Galvalumex' steel plate with 3" square; GAF Recessed Plate recess for use with Drill- .017" thick TecT" fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume'v plated 3" Round GAF Galvalume Plate (Flat) steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. - MIAMI-DADE COUNTY NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 5 of 27 EVIDENCE SUBMITTED: Test ALFency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 .4W]1/07 3033135 4470 '. •1.1 4108 • • • • • • 3034312 4470 '••' WQ9/09 •, 3036980 4470 •••;•• **M/14/09 3038278 4470 3040738 4470 ••1446/10 3041769 4470 ������ �.JO�J26/11 •�;��' 3042887 4470 .••.,' '•.1114/11...... 3042905 4470 ...... 0-1/10/12 •' 3046081 4470 �•02;13/13 ••••�• 3046388 4470 �•� 09/24/12 ;•.�.; 3047636 4470 08748/13 ODOA8.AM 4470 ' W09/99 OD 1 A8.AM 4470 07/29/94 OY9Q5.AM 4470 04/01 /98 1 B9A8.AM 4470 09/04/97 2138A4.AM 4470 07/02/97 3139QLAM 4470 01/08/98 3D4Q2.AM 4470 05/30/97 797-03221-267 4470 09/27/07 797-03825-267 4470 07/21/08 797-10228-267 4470 01 /23/15 UL LLC R1306 UL 790 08/21/18 PRI Construction Materials GAF-122-02-01 TAS 139 05/07/06 Technologies, LLC GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/1 1 GAF-315-02-01 ASTM D2178 08/23/1 l GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 GAF-559-02-04 ASTM D 1876 10/01/14 GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 MIAMI•DADE CO NOA No.: 18-0919.07 • • . , �' Expiration Date: 11/04/23 Approval Date: l 1/08/18 Page 6 of 27 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier PRI Construction Materials GAF-559-02-09 Technologies, LLC GAF-559-02-11 GAF-559-02-12 GAF-5.59-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 GAF-628-02-01 IRT of S. Fl. 02-005 02-014 Trinity I ERD Dynatech Engineering Corporation 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 G36780.07.1 I -R I G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R 1 SC9700.08.15-R 1 SC 10680.05.16 SC 13105.03.17-R 1 #4482.02.95-1 Description ASTM D 903 TAS 114 TAS 114. TAS 1 14 %.' TAS 114 •••••• TAS 114 •••••• TAS 114 • TAS 114 TAS 114 ••��•� ASTM C 128.9..... 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 Atlantic & Caribbean Roof 11-053 TAS 114 Consultants, LLC Date 10/02/ 14 Jk L4/14 j140/14 . 104L5/14 �40 lo5/14 1Ofl 5/14 :1O4GSi14 ' 10/15/14 • Qgtl (f 15 05/,31/16 90AW02 .03/�/02 •? V3b/07 06/03/15 03/31/10 11/16/11 04/25/1 1 O6/04/ 15 06/04/ 15 07/ 18/ 1 1 O1/06/14 O1/07/14 04/10/14 O1/22/14 08/13/07 09/04/ 14 8/31/2015 5/10/2016 3/23/2017 09/01 /95 08/12/1 1 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 11: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end jg�. intermediate supports with 8d ring shank nails to supports spacejl 24 in. o.c. aL17k •„••• . System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Me►»b`ravie is `• subsequently fully adhered to insulation. """ `•" "•"` boob.. boob.. All General and System Limitations shall apply. ,••'•. ;�..;, ' oboe b ..o.. Fire Barrier: Topcoat' FireOutT" Fire Barrier Coating, VersaShield'Fire-ResistalZt•RQof Dej"ti%ectio►t,•"'` (optional) VersaShield' SoloT' Fire -Resistant Slip Sheet, DensDeck Roof Mat?, Securoc'k'' Glass- Mat Roof Board or Securock' Gypsum Fiber Roof Board installed per IfLnufacturer's `• installation instructions. :... :. •�" o . • Anchor sheet: GAFGLAS` #80 UltimaT" Base Sheet, GAFGLAS* Stratavent' Ntflabfe Ven;ing'Base Sheet or Ruberoid'' 20 Smooth mechanically fastened as described below. boob Fastening GAFGLAS' Ply 4, GAFGLAS"'' Flex PIyT" 6, GAFGLAS' #75 Base Sheet or any of above Option #1: anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 18" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Mrrimunr Design Pressure —45 psf. See General Limitation #9) Fastening GAFGLAS"' Ply 4, GAFGLAS'"' FlexPly" 6, GAFGLAS' #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill -Teti" 412 Fastener, Drill -Teti" #14 Fastener and Drill -Teti" 3" Steel Plate, Drill-TecT" AccuTrac"� Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. Fastening Option #3: Pressure —45 psf. See General Limitation #9. GAFGLAS' FlexPlyT" 61 GAECTLASID #75 Base Slept Tri-Plyl 475 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier Fastening Any of the above anchor sheets attached to deck with approved 1'/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-TecT" Option 45: # 12 Fastener, Drill-TecT"' 414 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTracl' Flat Plate or Drili-TecT"' 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 49) NOA No.: 18-0919.07 rt►aru•oaDecoUNnr 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 -Teel° 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 wkkorill-TecT" Option #7: # 12 Fastener or Drill-TecT" # 14 Fastener and 3" Drill -Tee" 3" Sire] Plate, DrillffVt" •.. •;. AccuTrac' Flat Plate or Drill-Tec" AccuTrac"' Recessed Plate 8" b'c. it 4 rots.. "1W row is in the 2" side lap. The other rows are equally spaced approximateri'V o.c. in to Meld of • • the sheet. (Maximum Design Pressure —45 psf. See General Limitation #,)• 6 • e • ; • • • • • .. • • O ne or more layers of any of the following insulations. ...... .... ..... .. .. .. . ...... Insulation Layer Insulation FasteFdstener Table 3 :Ueui' /ftZ' EnergyGuardT" Polyiso Insulation, EnergyGuardT" Ultra Polyiso Insulation, EnergyGua rd• • Polyiso• Insulation, EnergyGuard RA Polyiso Insulation, EnergyGuardTRA Composite Polyiso Insulatioty; • • • • Minimum 1" thick N/A N/A EnergyGuard' Perlite Recover Board, DensDeck"Prime Roof Board Minimum'/Z" thick EnergyGuardT'" Perlite Roof Insulation Minimum %" thick N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 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` StrataventR Perforated Venting Base Sheet laid dry or a layer of EnergyGuardT'" Perlite Roof Insulation or wood fiber overlay board on all po lyisocyan u rate applications. Base Sheet: (Optional) Install one ply of GAFGLAS' 475 Base Sheet, Tri-Ply' #75 Base Sheet, GAFGLAS" 480 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 AFGLASI Strataventfi' Perforated Venting Base Sheet loose -laid dry (not for use with erlite top laver insulation or composite polviso top laver insulation). Ply Sheet: One or more plies GAFGLAS`' Ply 4, T i-Ply' Ply 4, GAFGLAS` FlexPlyT" 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 Cap Sheet: (Optional) One ply of GAFGLASr' Mineral Surfaced Cap Sheet, Tri-Ply"' BUR Granule Cap Sheet or GAFGLAS"EnergyCapT" 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. MIAMI•DADE COUNTY 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. *•GG • 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at I tci I.Sgal./sq. •'�'' "�•:' .. . .. . OR . Topcoat MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a prjpVrl followed�by Topcoat' Membrane applied at 0.5 to 0.'75 gal./sq. .... 3. Fiber Aluminum Roof Coating. ���� ...... .... �����• ..... Maximum Design . . 000000 " "":' Pressure: See Fastening Options. ::•: �. . . . . ...... NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 10 of 27 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAST" Ply 4 and GAFGLAS® Flex Ply'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeckT" Roof Board or %" 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 MdtgPiVs'Direc-0i-�r fire • • • •' • ratings of this product. .. • •. • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compli%n" e ,.Naith Piaui; EontroI • • • • Approval guidelines. All other layers shall be adhered in a full mopping of approved aspaglj,�Vplied y,jtpjn the • • • • EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening patterp of the trep later • • • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in appmw deasphalt, panel size .' shall be 4' x 4' maxmlunl. • • • • • • •... 4. An overlay and/or recovery board insulation panel is required on all applications over cCosed'cell foam insulations,..,,; when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied usinri d%g • ..00 mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered 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 49 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 11 1 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 NOA No.: 18-0919.07 Expiration Date: 11/04/23 Approval Date: 11/08/18 Page 27 of 27 TGFU.R1306 - Roofing Systems Page 1 of 47 TGFU.Rl306 •••• Roofing Systems ...... .... Page Bottom • Roofing Systems ...... .... See General Information for Roofino Systems GAF R1306 i•••�• 1 CAMPUS DR • ' • PARSIPPANY, N] 07054 USA • • • • • • "RUBEROIDO 20 Smooth" or "RUBEROIDO Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet" base sheets in any of the following Classifications. Torch applied "RUBEROIDO HW" SBS roofing membranes may be used as alternates to "RUBEROIDO Mop" SBS roofing membranes in any applicable Classification as follows: A. "RUBEROIDO HW Smooth" may be used as an alternate to "RUBEROID(g) Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" B. "RUBEROIDO HW 25 Smooth" may be used as an alternate to "RUBEROIDO 20 Smooth" C. "RUBEROIDO HW Granule" may be used as an alternate to "RUBEROIDO Mop Granule" D. "RUBEROIDO HW Plus Granule" may be used as an alternate to "RUBEROIDO Mop Plus Granule" E. "Ruberoid0 HW Granule FR" may be used as an alternate to "Ruberoid0 Mop Granule FR" F. "RUBEROIDO HW Plus Granule FR" may be used as an alternate to "RUBEROIDO Mop Plus Granule FR" G. "RUBEROIDO EnergyCap HW Plus Granule FR" may be used as an alternate to "RUBEROIDO EnergyCap Mop Plus Granule FR" 1/2-in. thick (minimum) gypsum board or 1/4-in, thick (minimum) Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuard'" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuard'" Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in. thick (minimum) "SECUROCKO Roof Board" (Type FRX-G) and "SECUROCKO Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-PlyO Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeckO Prime Roofboard" or "DensDeckO DuraGuard'" Roofboard" in hot roofing asphalt. "GAFGLASO FlexPly'" 6 5L" and "GAFGLASO FlexPly'" 6" may be used interchangeably in any roof covering system listed below. "EnergyGuard'" Ultra" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. "GAFGLASO Stratavent0 Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. "EnergyGuard'" Perlite Insulation" may be utilized as a cover board over "EnergyGuard'"" in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuard" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. "EnergyGuard'" Ultra Tapered" is an acceptable alternate to "EnergyGuard'" Ultra" in any applicable Classification. "EnergyGuard'" NH Tapered" is an acceptable alternate to "EnergyGuard'" NH" in any applicable Classification. "EnergyGuard'" NH Ultra Tapered" is an acceptable alternate to "EnergyGuard'" NH Ultra" in any applicable Classification. "EnergyGuard'" Barrier Tapered" is an acceptable alternate to "EnergyGuard'" Barrier". TGFU.R1306 - Roofing Systems Page 2 of 47 "EnergyGuard" NH Barrier Tapered" is an acceptable alternate to "EnergyGuard'" NH Barrier". Minimum 1-in. thick "EnergyGuard'" Barrier" is an acceptable alternate to "EnergyGuard'" Ultra" in any applicable Classification. Minimum 1-in. thick "EnergyGuard'" NH Barrier" is an acceptable alternate to "EnergyGuard'M NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply(& Ultra - Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavi!nt@ Nailable Vent""fe Sheet" or "GAFGLAS(& Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully a&Wret Ith hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. • • • •••• As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #7S Base Sheet" or "�.&E O #80 Ultima'" Base Sheet" or "GAFGLASO Stratavent0 Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply__shhe••e (' GAFGLAS(& Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6") as the nailed base ply in the following fAtER(s. • • •••• •••••• Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. • Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. • • • • • • • • • "GAFGLAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below. • • • • • • • When "perlite" is referenced, this includes any UL Classified perlite insulation. • • • • Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. • • • • Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed dve:C� S/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in, minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASO #80 Ultima'" Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. Torch applied "RUBEROID(& Heat Weld" SBS roofing membranes may be used as alternates to "RUBEROIDO Mop" SBS roofing membranes in any applicable Classification. "RUBEROID@ HW 25 Smooth" may be used as an alternate to " 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers minimum 1/4 "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roo Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Boar( Vapor Barrier (Optional): — One or more plies "GAF@ SA Vap( Insulation: — One or more layers perlite or wood fiber or glass I composite or perlite/urethane composite or wood fiber/polyisocya Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4- "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roo Roof Board" (Type FRX-G) or "SECUROCKO Glass -Mat Roof Boarc Insulation: — One or more layers perlite or wood fiber or glass I composite or perlite/urethane composite or wood fiber/polyisocya Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' Mineral -Surfaced Cap Sheet", fully adhered with hot roofing aspK 3. Deck: NC Incline: 2 W or "RUBEROIDO Mop Smooth 1.5". i. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or card" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO (Type SGMRX). Retarder" self -adhered ier or polyisocyanurate or urethane or perlite/polyisocyanurate urate composite or phenolic, any thickness. Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply n. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or :card" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ ' (Type SGMRX). )er or polyisocyanurate or urethane or perlite/polyisocyanurate curate composite or phenolic, any thickness. 'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply or "Tri-Ply(& BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM Barrier Board (Optional): — One or more layers minimum 1/4- n. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roo oard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board' (Type SGMRX). TGFU.R13O6 - Roofing Systems Page 3 of 47 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLASS Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply(D BUR Granule Cap Sheet" or "GAFGLAS(E) EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. beck: C-15/32 Incline: 1 Slip Sheet (Optional l: — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhgrec1Mii% OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. 0 • see* • • Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASS #,W1Jlt:na'" B4e Sf ert" or "GAFGLAS@ Stratavent@ Nailable Venting Base Shee ' mechanically fastened. • • • Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or GAFGLASR Flex Ply 6" or aTrifP:y*eUltra-FlePiRl@ Ply 6", • • fully adhered with hot roofing asphalt. 000009 • • Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-Ply@ .N BUR Granule Cap Sheet" or "GAt(i.& EnergyCap"• • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • • • e• • Coatina fOotionall: — "United Coatings'" TOPCOATS EnergyCote'" Roof Coating" or "TOPCOAT@ MB Plus CObINRf' or "United Coatings'" • • Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.'. • • • • • • • ... - _ - r• • • • • 5. Deck: NC Incline: 3 • • • **Does •••••• • • Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" or' GAFGLAS(C #8(IUID.a'" Bise Sheet" or • • "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLASS Stratavent@ Perforated Venting Base Sheet" or "GAFG 45" • • *sees* Stratavent@ Nailable Venting Base Sheet" or "GAFGLASO Stratavent@ Perforated Venting Base Sheet", mec:aniqliyfastenes or fully • • adhered with hot roofing asphalt. • • • • • :*so*: Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply(D Ply 4" or "GAFGLASO Flex Ply 6" or "Tri-Ply@ Ultra WlexibleiPly • • 6", fully adhered with hot roofing asphalt. • • • • Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASS EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 6. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or 'SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLASS Ply Flex 6" or "Tri-Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or "RUBEROIDS Torch Granule" or "RUBEROID@ Torch 180" or "Tri-Ply@ APP Granule", torch applied or "RUBEROID(g) Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ Mop Plus Smooth" or "RUBEROIDO Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLASS EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in, thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeckO DuraGuard'" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 Ultima" Base Sheet" or "GAFGLAS@ Stratavent0 Nailable Venting Base Sheet" or "GAFGLASO Stratavent@ Perforated Venting Base Sheet" "GAFGLAS@ Stratavent0 Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROIDO Torch Smooth" or "Tri-Ply@ APP Smooth" or "RUBEROID@ Torch Granule" or "RUBEROIDO Torch 180" or "Tri-Ply(D APP Granule", torch applied or "RUBEROIDO Mop Smooth" or "RUBEROIDS Mop Smooth 1.5" or "RUBEROIDO Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or "Tri-Ply@ SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply(D BUR Granule Cap Sheet" or "GAFGLASO EnergyCap- Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLASO #75 Base Sheet" or "Tri-PlyO #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft.2.