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RF-19-1628- ' � ' | - --------- ` - I Permit No.: RF -07-19-1628 Miami Shores Village r 10050 NE 2 AveA emit Type: Roof Miami Shores FL 33138 �__ Work Classification: Tile/ Flat 305-795-2204 Permit Status: Approved issue-Da"'!'0M9/2019 Expiration: 01/15/2020 Location Address Parcel Number 800 NE 95TH ST, Miami Shores, FL 33138 1132060410010 Contacts AMY J MACCLELLAN Owner BUILTECH CONSTRUCTION CORP Contractor ROGER ANDALIA Business: 7866019522 Description: RE -ROOF TILE & FLAT Valuation: $ 45,399.00 Inspection Requests: (WHITE) 305-762-4949 Total Sq Feet: 5,001.00 Fees Amount Application Fee - Other $50.00 CCF $27.60 DBPR Fee $5.63 DCA Fee $3.75 Education Surcharge $9.20 Roofing Fee $325.00 Scanning Fee $9.00 Technology Fee $9.38 Tota I : $439.56 Payments Date Paid Amt Paid Total Fees $439.56 Credit Card 07/19/2019 $389.56 Credit Card 07/16/2019 $50.00 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to wor _ atCd7— Authorized Signature: Owner / Applicant / Contractor Agent Date July 19, 2019 Page 2 of 2 -: -.� I'�TEL �\ Miami Shores Village JUL 6 2P19 Building Department441) A g p BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBrC 20 BUILDING Master Permit No. 1 IT" �-� I —I(r, PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC [E'9-056FING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP (�7� CONTRACTOR DRAWINGS O JOB ADDRESS: p DO :4/ C_ Z5 �y ✓/ p� City: Miami Shores 7�County: Miami Dade Zip: ✓�-3l` 3V3/30 Folio/Parcel#: i f — 5M. -& Y I— 00/ y Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): Ad Construction Type: Flood Zone //tel n BFE: FIFE: 36 -W7 -yo 8Z City: �f1,�, 91 we S State: /Z Zip: 3313 Tenant/Lessee Name: Phone#: Email: M� IY14C'--(P414*t0— yym CONTRACTOR: Company Name: d ul r/ �(°C (_ (`�1���%� 100 C Phone#: 7U6 /S2Z Address: 20925" S w 2 ES4, City: T UG Qualifier Name: . Zip: a5 3 D � / Phone#: %lD &O/ /�ZZ State Certification or Registration #: CCC /3,;2-Y 4�(6-3 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Foo ge of Work: Type of Work: ElAddi 'on E-1 Alt ej�tion El w Repair/Replace ❑Demolition Description of Work: 4( IaT Specify color of color thru tile: 4J4 f -e Submittal Fee $66PCk Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ Z TOTAL FEE NOW DUE $ �?/c% • 5(0 8 99, sto 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this % W \6 day of , (J� 20 I by 0 � day of �1 V/ 20 12 by / C�"'personally known to who is personally known to me or who has pro �ecl h S as me or who has produced as iden ficati n an who did take an oath. ��»111111Hy�j// NOT RY PU LICPI�FTO � C . •.� nGH 25, �tp,'• Sign. — NGG 237268 Print: 1 % Z'•y °1p°O4ded 1hg Q Seal: �i�} �Dtic UnA o S7A��.� NN identification and who did take an oath. NOTARY PUBLIC: Sign: 14/ Print: Seal:" VARILYN RICARDO MY COMMISSION # GG9625 EXPIRES: August 20, 2020 ******************************** **** ******y************************************************************** APPROVED BY `/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Lab Report No. 130233 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY C.A. # 30448 Lab Certificate # 17-0703.01 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FBC PROTOCOL TAS -106 PROPERTY ADDRESS_ 800 NE 95th St., Miami Shores PERmuNo: RF -07-19-1628 PROPERTYOR'NER: Amy McClellan ROOFING SQUARES.- 51 CONTRACTOR: Builtech Construction Corp. ROOF PITCH.• 3:12 TILE TYPE: Flat INSPECTOR INPfIALS: RW ATTACHMENT METHOD: Foam Adhesive Testing Equipment: Uplift Gauge FGE-10OX =DATE. 10/16/2019 Test Tabulation Required Testing Force: 35 Ibs I r 611! THIS ROOF HAS PASSED THE STATIC UPLIFT IN ACCORDANCE WITH FBC PROTOCOL TAS -106. "ROOF SKETCH" 56' 891— '32, 33 _ 33� 26 28 ` , 34 I ♦ � I • I 27 ` 29 1 I L- - - - - - - - - - - - - - - - - � 30 25 6r - - - - - ` 42 44 I , I .38 43 V ' I 9 ' 40 - - - - - - - - - - J 41 - . 11 -- 21 _ _ 17 ------------------------- - - - -- , �10 fI . `♦ . 2012 9 7 8/1 14 16 — - - - - - - - - - - - - - - - - - - - - - -jIIII I 13 15 3 1 1 2 L - - - J L 6 5 ------ --.7 Yan Luis Solis, P.E. Lic. No. 75423 /00/? 10735 SW 2161h St. Unit 404 Tel: 305-256-4550 Miami FL www.FloridaTEC.net 33170 Page i i Fax: 305-256-6833 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES D Florida Building Code 5th Edition (2014) gh-Velocity Hurricane Zone Uniform Permit Applicati f F . �v Section A (General Information) i MastpXrmit No. Process r o, Contractor's Namel/f Job.Address_y ^'(� ��L'� �tfU /(% ROOF CATEGORY 0000 � ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tlles • • • • •;• . . . ❑ Asphaltic Shingles ❑ Metal Panel/Shingles O Wood Mingres/Shat;s . : • 130000000.. ... 01 Prescriptive BUR -RAS 150 • ROOF TYPE 0000 . : • • �: 0000.. ❑ New roof © Repair ❑ Maintenance 0.0 0 ' 0 0 � • P Reroofing 0 0 0 0. 13 RecoY ::ng ROOF SYSTEM INFORMATION ' Low Slope. Roof Area (SF} J U Steep Sloped Roof AREA (SSF) 7� l� Total (SF2 1E©dP/ • .... % 0000 i. Section B (Roof Plan) • • • • 0• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drainse nclude dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1. ■■E■■®■■■■■■■■■■n■■■■■ONE NOON■E■■■E■��11��►■■■■■■■■■ ®NOON■■■ ■.���■�■■■■ ■■■ N■■ONO/"all.sE■ E■■■■■`:n ■■ 0M■ ■■■ ■■ NOON■■■/■/■Ii.�■■■■■■■■■ ■■ ■■N ■ �■ M■■■■■■ MEN No ■®OOi ■■...®■■�i�iiiii■ MEN NoMEMOS NOON■®■' ®O■ = ■tl■!■■■■ E■■■■■■■■■■®®®■®■��1-ii®®®■■ MENONE■■■O®N■RN ffl; ■NOO ■ N■■E®IRMEM �l�1®N®Oiii ME 1 f i i a STATE A'V� t;r I�tv, `f rsLL"S AND _ �, -� I _ • -- 1J ?E(;IJLAiiONIS f FLORIDA BUILDING CODE— BUILDING, 5th EDITION (2014) 15,37 Copyright te, or 1lcensed by, ICC (ALL RIGHTS RESERVED); ac=sed by Eliezer pahicio 0a Jung, 2015 10;32:12 AM pursuam to License Agreement. No further reproductions =bo ized Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. .. 0000 I ,& cce_l (curl certify that I am not required to retrofit the roof to wall connections of my build/in� because: dfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attachp roof of ad 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at and says that he/she is the owner for the above property mentioned. davof • When the just valuation of the structure for purpose oaf ad valorem taxation is equal to or more than $300,000.00, and the building w� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 0000 '0000' To: Miami Shores Village Building Department / Dated �(�r��•y 0000.. •• 10050 NE 2nd Ave 0.00•• •• 0.00•0 Miami Shores, FI 33138 ""•' • D0000.. Re: Owner's Name: _ JW &v gyp, a,`t� c7_ /%G etu� �l� 0000 • • • • 0000.. • • • • • Property Address: 900 dOE 1l S' 9fida, � fhrrCl, f'FL 33 (d •� • • • • • • • •; • 0000.. Roofing Permit Number: 0000.. 0000:. Dear Building Official: :6904: .. 0000 I ,& cce_l (curl certify that I am not required to retrofit the roof to wall connections of my build/in� because: dfhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attachp roof of ad 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, Sworn to and subscribed before me this Notary Public, Sate of Florida at and says that he/she is the owner for the above property mentioned. davof • When the just valuation of the structure for purpose oaf ad valorem taxation is equal to or more than $300,000.00, and the building w� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Fibrida.33138 Tel; (305) 795.2204 Fax- (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To. Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Roofing Permit Number: Date: 02©/ i Dear Building Official: • • • • • • 0• certify that I have improved the roof to wall connections of the referenced property as required. by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures a dopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 ll ,r. Notary Public, Sate of Florida.at targe ��G2 (SEAL) d0 01% , Noary Public sea aail Fls Marisol arena My Commission GG 254014 Nov Expires 0a/MO22 Revised on 5/21/2005 FINAL COMPLIANCE .. . •••• ...... .. ...... . . . . ...... Dear Building Official: • • • • • • 0• certify that I have improved the roof to wall connections of the referenced property as required. by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures a dopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of 20 ll ,r. Notary Public, Sate of Florida.at targe ��G2 (SEAL) d0 01% , Noary Public sea aail Fls Marisol arena My Commission GG 254014 Nov Expires 0a/MO22 Revised on 5/21/2005 FINAL COMPLIANCE SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to elle seclion, it is the r sponsibfity of roofing contractor to provide the owner with the required roofing permit and to exp ain to the owner the content of tf e section The provisions of Section 84402 govern the minimum req.�rrernents and standards of the industry for roofing system installations. xdditional.y, the following items should be addressed as part of the agreement between the owner ant the contractor The owner's in:tial in the des;gnated space indicates that the stern has been explained. . . .... ...... Renailing wood decks:'+then replaan roofing, thio existingWood*1ootdeck mal�a:e to 2.dr4eMna—eed in accordance with the c�!rrent provisions of Section R4403, ithe sego`: is usually. . concealed prior tt? removing the existing roof system). •.•.•• • • 4. Exposed Ceiling: Exposed. Open beam ceilirgs are where the tri-jt:•r,,+,e• of the• r -.,-,,f decking •••••• can be vie�.ved frcm be'or✓ The o v-,er may ;fish to rnaintain the arch,=ectura! a; �'3'�;ice therefore, •� roofng nail penetration of the Und£rSiCie o f fhe decK,ng play not be acceptable' i his G4avides.`��: soon of • • • • • • rna:ritaining the appearance .• . `. . :....; .. r% 6. 4•16 -*—Overflow scuppers (wall outlets): It is required that ra riwater flows off so that the roof ,s not overloaded from a buildup of water rerrmeterredge wall or other roof extension may block this discharge if overfow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance~ with the requ rements of Sections R4402AR4403 and 84413 A4, r•• w lAgent's Signat ire Cate Contractor Signature Date Properly AddressA hermit Number revised on '(9'Ill: 9 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 - Prodilct Contic Ketion tg used in Miami -Dade County and other areas where allowed by the Authority Having JurisiW bt:(AHJ�... . •.i.•• •• •....• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyproduct Control Section • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserves tit -right to tgy� Vis • product or material tested for quality assurance purposes. If this product or material fails top*elform in the accepted ". manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Fnoc i�, or • suspend the use of such product or material within their jurisdiction. RER reserves the riJI. Sq j%voke this gacceptance.. • if it is determined by Miami -Dade County Product Control Section that this product or material fails to ineet the ....:. requirements of the applicable building code. 9 a :9609. This product is approved as described herein, and has been designed to comply with the Fforkra Auilditjg VUdp including the High Velocity Hurricane Zone of the Florida Building Code. 0000 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 the job site at the request of the Building Official. This NOA revises NOA No. 18-0509.17 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino a O' NOA No.: 19-0408.01 QM"ffiffi=L"" Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 1 of 9 MIAMHMAJX • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 - Prodilct Contic Ketion tg used in Miami -Dade County and other areas where allowed by the Authority Having JurisiW bt:(AHJ�... . •.i.•• •• •....• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyproduct Control Section • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserves tit -right to tgy� Vis • product or material tested for quality assurance purposes. If this product or material fails top*elform in the accepted ". manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Fnoc i�, or • suspend the use of such product or material within their jurisdiction. RER reserves the riJI. Sq j%voke this gacceptance.. • if it is determined by Miami -Dade County Product Control Section that this product or material fails to ineet the ....:. requirements of the applicable building code. 9 a :9609. This product is approved as described herein, and has been designed to comply with the Fforkra Auilditjg VUdp including the High Velocity Hurricane Zone of the Florida Building Code. 0000 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 the job site at the request of the Building Official. This NOA revises NOA No. 18-0509.17 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino a O' NOA No.: 19-0408.01 QM"ffiffi=L"" Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cate2orv: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900 -Slate Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces Length = 17" Width= 13" thickness = 1-5/32" Length = 17" Width= 13" thickness = 1-9/32" Length = 17" dodo Width = 13" . . Good 000000 thickness = 1-9/32" Good Test 00""" PtSdYcf Specifications 00900 6 9 Descriptto : 0 0 0 0: TAS 112 Flat profile, interlocking+higt ressure exti uded • •; G • • concrete roof tile with t0d?:9'1:roles.GFb:direct MV* batten, mortar set or adhesive set applications. TAS 112 0.0000 0 0 Flat profile, interlocking:high-pressupe extruded .....0 ••.. d od.. concrete roof tile with tmp n4K holes.d: Forodirect d;4$.. batten, mortar set or adhes'ite stt appU406 Ls. Too ' surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 2 of 9 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (I Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Battens) • **so* • • • • • • The Center for Applied Project No. 307025 Wind Driven Rain *150 • ' -ft j994 •, Engineering, Inc. Test #MDC -77 TAS 100 600:09 0909" Redland Technologies 7161-03 Wind Tunnel Testing • • • • • .*see owi:1991 • Appendix II & III TAS 108 (Nail -On) 09 09 00:0 Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing • • : • • g. j 994 • • • • • .... TAS 108 (Nail -On) e e .. . ...... • Redland Technologies P0631-01 ...... Wind Tunnel Testing • .July.1994 ....;. TAS 108 (Mortar Set) : `0 • • Redland Technologies P0402 Withdrawal Resistance Testing•ef 0 :Serer. j 993 •' screw vs. smooth shank nails 0900 Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1.999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 3 of 9 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. • • • • . . .... ...... 4. INSTALLATION • ...... .. ...... 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componeia4Ahall be installed in stdCir compliance with Roofing Application Standard RAS 118, RAS 119, and RAS•1.30.• • : • • • • • ..... 4.2 Data For Attachment Calculations *0:00: • • • • • • • • • 00 66 Table 1: Average Weight (1111) and Dimensions (I x w3• • • Tile Tile Profile Weight -W (Ibf) Length -1 (ft) • • Width -w (ft) ; • • • ; Saxony 900 10.9 1.417 0.3.48 • Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) 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 7.34 6.31 7.16 6.13 6.95 NOA No.: 19-0408.01 44 Expiration Date: 04/26/22 Affiffi=L Approval Date: 05/16/19 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Saxony 900 Slate, Shake & Split Shake (min 15/32" (min. 19/32" 4 Medium paddy placement of 24 grams of Polyset AH -160. 594 plywood) plywood) 3. ICP Adhesives Polysett AH -160 two -component foam, minimum weight per paddy 8 grams. Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail (Eave 19.0 19.0 22.1 Clip)•• 2-10d Smooth or Screw Shank Nails (Field 35.5 ; 35 �5 • • 34.8.... Clip) •• ••9. • 2-10d Smooth or Screw Shank Nails (Eave 31.9 • • •,'}t 9 • • 32.2• • • • Clip) 000000 • • •000•• .... . ..... Table 5: Attachment Resistance Expressed as a Moment Mf'(P.' 00 • • • • 00:6 for Two Paddy Adhesive Set Systems 00 00 00 00 00000* Tile Tile Application : Minimum,Attaahment•00 Profile 40.4 4 ...... ; • • • Resistance ; • • • Saxony 900 Slate, Shake & Split Shake Adhesive' 31'4; „• 4 Medium paddy placement of 24 grams of Polyset AH -160. 594 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 Polysett AH -160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per padd 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 3 40.4 4 93 5 45 6 3 Large paddy placement of 45 grams of Polyset) AH -160. 4 Medium paddy placement of 24 grams of Polyset AH -160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft.-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile-Tite Roof Tile Mortar 5. LABELING 9999 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's nanne or iogo -as detailed• 9 below, or following statement: "Miami -Dade County Product Control Approved" • 6.6 • ; •, 966.60 .. 9999.. 9999.. _. I __ ._........ 9999.. 9999.. ... 9999. OR9999 9999 9999. .. .. . 9999.. MDR 9999 .. 9999.. 9999.. . .. 9999.. 9999 LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT 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. NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 6 of 9 NAIL HOLES ►� PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE =' (Slafe) GOVERLOCK .... NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 7 of 9 NAIL HOLES PROFILE DRAVk'INGS Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed B. No brush SAXONV 900 - SPLIT SHAKE NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 8 of 9 . ... ...... • 1 . • • • .. •.•.•• •• • . •. . . NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 8 of 9 NAIL HOLES G PROFILE DRAWINGS 0000.. r-9/ 32" tSII9e) 0000.. SAXONY 900- SHAKE END OF THIS ACCEPTANCE 0000. 0000. 0000.. 0.00.0 0000.. NOA No.: 19-0408.01 Expiration Date: 04/26/22 Approval Date: 05/16/19 Page 9 of 9 MiAM. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD ANIS CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44's Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strep, Room 248 Miami, Florida 33175-2474 T (786)315-2490 R (780 315-2599. 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 whereallowedby 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 M product or material tested for quality assurance purposes. If this product or material fails to perform is theacceptedm�, the...... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modPfyf or. swgkand the use .' of such product or material within their jurisdiction. RER reserves the right to revoke-th&-ecccptane4• ' it. is....:* determined by Miami :Dade County Product Control Section that this product or material fails�eet the requirements: • of the applicable building code. • • • • . . .... This product is approved as described herein, and has been designed to comply with tog• da B.l{A0 . ' Code.„.. - including the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: ICP Adhesives Polyset'° AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,: state fttjgll'uwng 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 orif 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 shallbe 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 shalt be hone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha.l..be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. Approval Date: 04/27117 Page l of l l ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polysetm AA -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyseta AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives N/A TAS 101 PoWAH-160 Product Description 0000 . . ... 0000.. Two component polytyrgthtgue foam adhesive 0000.. 00 00 .0000. ICP Adhesives Foam N/A Dispensing Equipment • • e • • 0 • Dispenser RTF1000 0000000 • 000.. 0000. ICP Adhesives ProPacke N/A Dispensing Equipment...... •0000 .. 30& 100 " 00400 0•••••• •.•..• . . .. . . 0000.. 0000 PRODUCTS MANUFACTURED BY OTHERS: • . 0000.. Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list %cf anent g resistance values with the use of ICP Adhesives Polyset® AH -160 roof file adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Test Results Density ASTM D 1622 1.6 lbs./ft' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40• F., 2 weeks +6.0% Volume Change @ 158°F.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589.631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Nowe/Renort TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 • TAS 114 •••••• ASTMD 1623 •••••• TAS 101 TAS 123 TAS 101 ��•��• TAS 101 TAS 101 a& 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/104 011'16/95' 03/14/91: 04/18142 awl/ag. •..• 10/23/98' 1 Z/28J9�8 . . 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared.Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset!' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with.the Roofing Application Standard RAS 120. 4. Roof Tile manufactures.acquiring acceptance for the use of ICP Adhesives Polysete' AH -160 roof file adhesive with their file assemblies shall test in accordance with TAS 101. S. 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. NQA No::17.0322.03 Expiration Date: esnoRz Approval Date: 0+/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysee AH -160. L ICP Adhesives PolyseO AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of ICP Adhesives Polyse& AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Ga Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required beforeisppligidon of any adhesive. The mix ratio between the "A" component and the "B" component sh$11 bsigaintained between • • • • ; • 1.0-1. 15 (A): 1.0 (B). ' • • • • .. • . . 0000.. 0000.. ICP Adhesives Polyser AH -160 shall be applied with ICP Adhesives Foam Dispenser.RT11000 or ICP. Adhesives ProPacL130 & 100 dispensing equipment only. 0000 . 0000.. 7. ICP Adhesives Pol set® AH -160 shall not be ex "" ' y posed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 mint; .z<8sc'7CP Alivbs Polyse& AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with ice..:. 'Placement Details' herein. Each generic tile profile requires the specific placement nosed herein. 0000.. 0000. 0000. 0000.. 0000.. 0000.. NOA No.: 17.0322.03 Expiration Date: 0&10/22 Approval Date: 04!27!17 Page 4 of 11 Table l: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Proffies All Eave Course 17-23 sq. inches 45.65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 gran%sV* pd edge) 20-25 sq. inches each : .' . 0000 0 bead ... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches "34 grams unser pan ; LABELING: 0000 0000.. 0000.. 0000 0000 0000 Soo** 0000. 00 00 .. . 0000:0 All approved products listed herein shall be labeled and shall bear the imprint or identifiable *Wtft of the • manufacturer's name or logo and following statement: "Miami -Dade County Product Control'ApproVed" at the Mami- • • • • • • Dade County Product Control Seal as shown below. : •' • :0000: �..s.ao.e��mn,r� • • .. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 Expiration Date: W10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # I Imck"Wa I FAK4 Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 thrri) x I" (23.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the Overlock of the tile being set. 2. Continue in same manner. Insure approxftnately 17 (109 , 7 cm2}- 23 (148.4.cm1) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the cave. course, apply aminimum 2" (50.8 nun) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pap portion of the tile closcs.t1tothe Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.1 cm?) - 23 (148.4 cm� square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration .Date: 05/10/22 Approval Date:. 04/27/17 Page 6 of 11 Medium Profile / Double ran -Till 1. Starting at the eave course;s;ply a minimum 2- :000*: 1(50.8 mm) X10" (254 ate W F' (25.4 Wp) fiam :0*0*: paddy onto the underlaymMepositioned as shown oo:o- under the pan portionof TdMcloseq 16 ft . 00000 Overlock of the tilt •bein( leCo 0 00 - --0-0- 0 e0e:0: 0 2. Continue in same mann;r..1nsu;eapprUim&ely 170*0*:o 0 0 - 0 (109.7crrr,)-23(148.4egt)square.i4ch-adhes*rvo':Oooe:o 00 - contact with the underside of, the tile.• 0 0 0 High Profile / Single Pan Tile 1. Starting at the cave. course, apply aminimum 2" (50.8 nun) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pap portion of the tile closcs.t1tothe Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.1 cm?) - 23 (148.4 cm� square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration .Date: 05/10/22 Approval Date:. 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # Z I" dit 1 00 o ruwe ata+r+a I r Paddy t6�ash7iMi fault Flat(Low Profile Tile Starting at the cave course, apply a minimum. 2",(50.8 mm).x 10" (254 mm)x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown. under the strengthening rib of the the closest to the overlock of the tile being set. insure approximately 17 (109.7 cm2) 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2, At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 tum) x l" (25:4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 0000 . . .... ...... 3. Continue in same manner. 1A?ure1appro1Vft410" • . (64.5 cml) 12 (77.4 cmz) s0 0 0 0 =rich adhes le • • • • • • contact with the underside of t ie tie. :....: .... . ..... ...... .... ..... Medium Profile / Double Pan Wp- • • I . Starting at the cave course; applya minimum" (50.$ ... mm) x l0" (254 mm) x 1"t 25 4,mm) fc paddy onto the underlayment positiendas shop" wider the: pan portion of die We closest to the:overle;lt otthe the being sct. insure approximately 17 (109.7 cm - 23 (148.4 cm-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x r'(1 77.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately IT' (77.4 cm2) - 14 (911.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0327-03 htIAMF rr�1c Explr`2 iaa Date: 05110M Approval .Date. 04/27117 Page 7 of 11 I._.......— ... I ... .._ .... a._r:�e:cm r.`.r._ ... .. _..::... .a:.... �....:�:.....a�s:.:.:. �. .....:....t.:..:.:_ ,..i..c ar>:..., ADHESivE PLACEMENT DETAIL # 2 (CONTINUED) tiatl�rou� �. ®.dsptieNn..ut+rn,B 6.redome High Profile / Single Pan Tile I . Starting at the eave course; apply a minimum 2" {30.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlock of the the being set. Insure approximately 17 (109.7.at )- 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the Overlock oi1heorile being set. •••• •••••• .. . 000 . . lhl'y' 17" 3. Continue in same manner. W pproximate • • • • • (109.7 cm2) - 19 (122.6 cm1y4'& inch adh6sive :0000: contact with the underside oftiteiile. :069:0 0 • 00000000. 0000.. 0000 . . 0000. 0 . . . .. .. .. 0000.. • . . . . ...6.. 0000.. . . .. . . .. 99.6.. . . NOA No.- 17-032103 Expiration Date: 05n0n2 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 Fh4/L*W.ProMT4e MOMUM PMfttens 1. On the cave course only, apply miniiinun 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat the or under the pan portion of the the for low or high profile tile closest to the overlock of the the being set.. Leave approximately 4 (:101.6 nun) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 1.7-23 int (109.7-148.4 cmc of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 nun) x 4" (101.6 rp*;61" (25.4 mm) foam paddy onto rile ugdkoayrnentyt�t below• • • • • • the second course line poSitioned foam'paody • under the strengthening M*t that tile, or tMtier the • • • • • pan portion of the tile, chIsHe the undc1lock for the second course the to.be.msielled. 2asure. ' approximately 8-9 in1 cm2fof adhesive • • • •. contact with the undersisig oftke tile. • • . . . . ...... (Instructions continued on ADHESIVE PLACEMENT DETAIL # 3 (CONMNUED) Rkh Profile Too �.T ITi�Ts AI OVEC r 3. Also apply a 2" (50.8 nuts) x 4" (101.6 mm) x 3/," (19 mm) paddy on top of the cave course file surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. install second course of tile. insure. approximately 9 (58.1 cm2) -11 (71cnr) square inch adhesive contact with the underside of the file at the overlap and 7:(45.2 cm2) - 9 (58.1 crtta) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner: h � Rkh Profile Too �.T ITi�Ts AI OVEC r 3. Also apply a 2" (50.8 nuts) x 4" (101.6 mm) x 3/," (19 mm) paddy on top of the cave course file surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. install second course of tile. insure. approximately 9 (58.1 cm2) -11 (71cnr) square inch adhesive contact with the underside of the file at the overlap and 7:(45.2 cm2) - 9 (58.1 crtta) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner: NOA No.: 17-0322.03 Expiration Dater. 05/.10/22 Approval Date: 04/27/17 Page l0 of i i • • 0000•• •.•• • 0000• 0000•• 0000 0000• •• •• •• • 0.00.6 • •00••• 09 0 be • • NOA No.: 17-0322.03 Expiration Dater. 05/.10/22 Approval Date: 04/27/17 Page l0 of i i t}tn.ar�;,.maua...as in aontacc�rid► the piiil�. �4, W, � � 4 70a enrl I z ADHEsry-E PLACEMENT DETAIL, TWO PIECE BARREL stnp pitch applic.fiont cwh. !roo. 0 Of ak.iv. course corer tile.Abut w seamd cease of Tiro Pieoe Barml -High Profile Tile 'APPAOVEDI Two Piece -Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 nim): foam paddy onto the underlayment positioned as. shown under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the.W*mide of the pan tile. '.... • ...... 3. Turn covers upside dowmpexposing the &krside....:. of the tile. Apply a mitsi!rrinarl" (25.4 inn) x 10"• • (254 mm) bead of adbgS*tVjrectlM ftjnner • • edge of each side of the'cSdVbr tile. rove • • • • • approximately 314" (19I$.f 20 I" (;51.Cf=) • • • • • from the outside edge oTtge tile, inwVd, fee of 0"*": . foam to allow for expeosien.• '. 4. Turn cover the over altg;lkiav is ajpliegand • • • • • • place onto pan tile course. Insure a dm of • • 20 (129 cm2) - 25 (161.3 cm) square inch contact area on each side of the cover ti to to the pan tile. Continue in same manner. Trite away any cured exposed foam adhesive. Pointing.of longitudinal edges of the cover tiles are considered optional'. 5. When additional nailing is, required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using. galvani7t4 stainless steel, or copper wire and compatible nails may be used - END, sed END OF THIS ACCEPTANCE NOA Na: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page it of t1 MIAMI•i DJE MIA.Ml-DARE COUNTY PRODUCT CONTROL SECTIO\ DEPARTMENT OF, REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATIO:N DI VISION kliami, Florida.33175-2474 T (786).315-2590 F (786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade goy/economy Polyglass USA Inc. 1111 IV. Newport Center Drive Deerfield Beach, FL 33442 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 Mialni-Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right tohavethis . product or material tested for quality assurance purposes. If this product or material fail.... Ao�pe. r orm ip..t�e. a;cepted.. . • manner, the manufacturer will incur the expense of such testing and the AHJ may immedJ;tpJyievoke, mbd2fy, or....:. suspend the use of such product or material within their jurisdiction. RER reserves the r44P.revoke thi6 acceptW • if it is determined by Miami -Dade County Product Control Section that this product or matotial fails tea 1Jtg�j� the 09:09 • • .. requirements of the applicable building code. ***Go* This product is approved as described herein, and has been designed to comply with the rrr&?JS13uildia9;fgde including the High Velocity Hurricane Zone of the.Florida;Building Code. • • • . . . . ...... DESCRIPTION: Polyglass Polystfck Underlayments : • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state gild following statement:'Wiami-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 MOA 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 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.15-9410.04 and consists of pages I through 8. The submitted documentation was reviewed by FredEty Semino. ba MIAMkM CCUNJ W NOA No.: 1!7-0614.22 i Expiration Date: 09/13/21 Approval Date: 07/06/17 Page i of 8 ROOFING COMPONENT APPROVAL Ca o : Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Location #1 & #2 Polystick MTS 65'8" x 3'3-1/g" Test Product Product Dimensions Specification Description Polystick IR -Xe 65'x 3'3?/s" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof Manufacturing 60 mils thick assemblies. Designed as an ice & rain shield. Polystick Dual Pro 6 P x 33-1/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Itsiped as a Location #2 32'10" x 3'3-%" metal roofing and roof the underlaymeat... • • • • • • • • Polystick Tile Pro 61'x 3'3-1/s" .. TAS 103 and A rubberized asphalt self-gobCag, glass-tib8r/polymier: • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing audbrane. Designed as a.gPp, : Location #2 roofing and roof tile underleymept. ; • • •; • • Polystick TU Max 65'8" x 31-3/8" .... . ..... TAS 103 and A rubberized asphalt self -adhering, poly6gor reinfore;d • • Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane.- Designed as a- rabf tile .... :' Location #1 & #2 underlayment. 00 Polystick TU P 32'10" x 3'3-3/g" . . . . ...... TAS 103 and A rubberized asphalt wategproo'fing membrane, gla*...: Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, Wth ir graniZas Adsface • Location #2 designed for use as a tile roof underla • • • . � yment. Polystick TU Plus 65'x 33-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'3-1/g" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 33-3/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastofiex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS; 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Ageney Test Identifier Test .Name/Report Date Trinity I ERD P10870.09.08 -RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.1 I TAS 103 03/02/11 P33370.04.1 I ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 1 IO/ASTM D4798 & D1970 10/19!11 P40390,08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS I10 & ASTNJD1623•....05/l2/ji.... P46520.10.14 ASTM D 162%. • : ... 10/03/14 -' P44360.10.14 TAS 103 & TAS i i 0• • *40/07/44--:- 40/07/9+4••:- P43290.10.14 P43290.10-14 ASTM D 19 70 & T -AS ;•lfi • 10/17/:4...: PLYG-SC10130.06.16-3 TAS 103 & TAS 116% :...:06/27/16 ' PLYG-10130.06.16-1 ASTM D1970 & TA5110 J:; • PRI Asphalt Technologies PUSA-035-02-01 TAS 103 • •' • •' •06/27/1 • • 09/29/06":' PUSA-055-02-02 TAS 103 :":': • 12/10/Ql PUSA-089-02-01 TAS 103/ASTM D479.8 & 1 155 . ••• ; • • •'07/06/Q9 • ...... Momentum Technologies, Inc. JX2OH7A TAS 103/ASTM D4798 & G1.55 • • • •64/01/08 RX14E8A TAS 103/ASTM.D4798 & G155 11/09/09 DX23D8B TAS 103: ASTM D4798 & G 155 02/18/10' DX231)8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: L All. membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,'city azul state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERAIIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance_. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. idPPAGVED N'OA No.: 17-0614.22 Expiration Date: 09/13/11 ApproV'al Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR: Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU: Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck. Description: Min. 19/32" plywood or wood plank System Type E(2): . . .... .....:....... Anchor sheet mechanically fastened to deck, membrane adhe;rA • .' ... Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626"' : " ' • • • Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. ate•bninimurn.4" head lap. (for • base sheet only)• • .... . ..... Membrane: Elastoflex S6 G hot asphalt applied • • • .. . ...... Surfacing:. .... See General Limitations Below. ...... • • . . . . ...... Deck Type 1: Wood, non -insulated • Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: - Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06117 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. .... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment.:rho lkshinjLiape shall be • •; pressed in place and formed around the protrusion to ensure a tight fit. A second la�gr.gf Poly6tic4g call bq...; • applied over the underlayment. • GENERAL LIMITATIONS: ' • • • •' : • • • • • • • : • • . ...... .... ..... 1. Fire classification is not part of this acceptance. • •' .. • 0 • • • • • • • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and-0o1•Y ck �TSPlus maYhe.:. used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing,.roof the sysViN Md quarry • slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. • •" Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof file systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof file systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 184 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth. in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU .Plus or Elastollex S6 G may be used in both adhesive set and mechanically fastened roof the applications. Polystick Dual Pro is limited. to mechanically fastened roof tile applications. Polystick'NITS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set the applications. 9. When loading roof tiles on roof the underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus NITS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6-12 5:12 "• • • `.:12 without battens Profiled Prohibited 4:12 6:12 6:12 l�r • •i: l 2 .... Tile I without battens . •4s • I' 10. The above slope limitations can be exceeded only by using battens in accordance ol'iS>"She ApItytAOTile Syy§dry• Notice of Acceptance and applicable Florida Building Code requirements, When lwtw arer red, the) shall' be utilized during; loading and installation of tiles. 96090* • • • 000000 Care should be. taken during the loading procedure to keep foot traffic to a mintrnotm ani to avpid djopping,a�, ; • file directly on the underlayment. Refer to Polyglass'file loading detail below fog loading prdbWe — two tiles - laid perpendicular to slope followed by a maximum four the stack parallel to the slope, t'or.a total of 6 tiles�tor • • • all underlayments except Polystick MTS which shall be loaded onto battens. 000* htg 'OLYSII(;K tU MUS MIAMFDADE COUNTY lYOA No.: 17-0614.22 Expiration Date: 09113/21 Approval Dater 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. PULYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. 0000 LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMJIENDAT.iW. ...... . . • • 1. Polyglass does accept the direct application of Polystick underlayment membranesteemeod decks'astallers�ai�• cautioned to refer to applicable local building codes prior to direct deck installation t0 tihsure this 1s acceptgblr,.: Please also refer to applicable Product Data Sheets of the corresponding products.. :000:0 ' 0000 . 0000. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvageQdg&seamriper Polygkss•- Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a mintmum 1 %" mead disk as 0'. . required in Miami -Dade County or simplex type nail as otherwise allowable in ot18?V ions, at a minimum rade- of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "rjil area, aregpw;elavar';on* the face of membrane, with the above stated nails and/or disks. The head lap menfgrafle Ts to cover the area.Mhl: back -nailed. (Please refer to applicable local building codes prior to installation.) ' •: • •' 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/,"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedureg ag outlined by the National Roofing Contractors ' Association (NRCA). . . .... ...... .... ...... PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF.J*PA*.�J'..FIC APPIJCATIOIyS. . LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENW.TIONS. • .... . ..... END OF THIS ACCEPTANCE ; ; ; ; • :: �' : :::::. . . . . ...... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAM II MIaml-Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) tictivrri ig Bxkve#e"c+e Every ay" Fill in the specific roofassem bly components. If a cvooponent is not required, insert not applicable fn/a) in the least box. [GAF —....�.� _ tOt31= SYSTEM MANU1=/I TUFtER: Top Ply: RUREROID HW GRANULES FR 'roduct Approval (NOA):' 18-4919.12 System Type: Top Ply Fastening / Bonding Material: Mind Uplift Pressures, From RAS 128 or Sealed Calculations P1) Field: -42:8 psf 132) Perimeters: -71.7 psf '133) Corners: - 4' psf viaximurh Design Pressure From,N0A - 5 psf toof Slope: 4 25 11: 12 Roof Mears Height: 20 ft. 'arapet Walls: l No ❑ Yes Parapet wall Height: ft'. )eckl Type: 518* PIyWOCid � ,upport Spacing: 24 "o/c. Aemate. Deck Type: ixisting Roof: N/A ire Barrier: N/A I TORCH Surfacing: I N/A SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: F "`1/2 Sheet Width: • • ' . No. of Single Ply 1/2 sheets: • • • • • Single Ply Membrane Fastening f Bancr1A 09&rial: 0000 • FASTENER SPACING FOR BASEP*1*7.ATT,Aetj1ftT SINGLE PLY MEMBRANE ATTACi i 9Nf • • 1. Field: r97 " o/c @ Laps S r 27ws " o is ...... 2. Perimeter: r67- o1c @ Laps & 4' . tov+is 6 " Oita 0000 3. Co...: 6 " o% @ :Laps &F7 rows F67" ola NUMBER OF FASTENERS PER INSULATION BOARD': 1. Field: F7 2. Perimeter. M 3. Corner. F7 Insulation Fastener Type: N/A WOOD NAILER TYPE AND SIZE: N/A Wood Nailer Fastener Type and Spacing: N/A EDGE & COPING METAL SIZES: Edge Metal Material lvanized Metal -- 0000.. 0000.. 0000.. 0000. 0000. ...... .• . ...... . 6 0 0 0 0 Edge Size: a. lace,zu ga: - L: Hook Strip Size: I `-'SELECT EDGE METAL HOOK STRIP SIZE-- Edge: Metal Attachment: Coping Material: --SELECT PARAPET WALL COPING Coping Size: I .-SELECT COPING METAL SIZE OR THICKNESS Hook Strip Size: I --SELECT COPING METAL HOOK STRIP SIZE-- MIAKGAi MIAMI -RADE COUNTY PRODUCT CONTROL SECTION 11805SW 26 Sn�ct, Room 208 . DEPARTMENT OF REGULATORY AND,ECONOi11IC RESOURCES {ICER) Miami, Florida 11175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2549 NOTICE OF ACCEPTANCE (NOA) ww,", mlamidade.9ov4conbmv GAF 1 Campus Drive Parsippany, NT 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 Mi. ami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority,Having Jurisdiction (AHJ). * 0 6 0 This NOA shall not be:valid after the expiration date stated. below. The Miami -Dade Co onty Product • • • • •' Control Section (In Miami .Dade County) and/or the AHJ (in areas other than Miami DadeCoutfty) • • • • reserve the right to have this product or material tested for quality assurance purposes. lMNCPr'bduct or material fails to perform, in the accepted manner, the manufacturer will incur the expense iii Iddl testing: and the AHJ may immediately revoke, modify, .or suspend the use of such product or material Within : • • 0: • their jurisdiction, RBR reserves the right to revoke this acceptance, if it is determined bye Hijm6i-Dade .... County* Product ControlSection that this product or material fails to meet the requirernegtgof4he 6..6 applicable building code. This product is approved as described herein, and has been designed to comply with the Plorida Building• • � • Code including the High Velocity Hurricane Zone of the Florida Building Code. : 6 0 • • 66 6 6 .. DESCRIPTION: GAF Ruberoid"/Modified Bitumen Roof System for Food 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, far 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. ADVE1l TISEMENT:- The MOA 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. 15-1020.01 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI •GADfiGptlNiY NOA Na.: 18-0919.12 • Expiration Date: 11106123 Approval Date: 11101118 Page 1 of 67 0000.. 0000.. 0000.. 0000. 0000. 0666.. 6 6 6 6 6 6. 666666 } .w�aLAr�mrc«�.. a,..mm..ml... •.. TF�.riiw " ',Y23�lf+.uR'6! Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in, o.c. max. System Type E(2): Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Roof Deck (optional) Protection, VersaShield' Solo'" Fire -Resistant Slip Sheet, DensDeck' Roof Board, SECUROCK' Gypsum -Fiber Roof Board or SECUROCK' Glass -Mat Roof Board. Base sheet: GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS' Stratavent' Nailable Venting Base Sheet, Ruberoid' Mop Smooth, Ruberoid' Mop Smooth 1.5, Ruberoid' Mop Plus Smooth, Ruberoid' 20 Smooth, Ruberoid' HW Smooth or Ruberoidr • HW 25 Smooth mechanically fastened to deck as described below; 0 * 0 • Fastening GAFGLAS' Ply 4, Tri -Ply' Ply 4 Ply Sheet, GAFGLAS' FlexPly: b.. Option #1: GAFGLAS® #75 Base Sheet, Tri -Ply' #75 Base Sheet or any of above -base sheets attached to deck with approved annular ring shank nails and 4 caps at • • fastener spacing of 9" o.c. at the lap staggered and in two rows 18'l-o.e -in the • field. •••••• •••• 41 Not for use with DensDeck or SECUROCK Fire Barrier 00' (Maximum Design Pressure —45 psf. See General Limitation #41 Fastening GAFGLAS' Ply 4, Tri -Ply' Ply 4 Ply Sheet, GAFGLAS F1exPlyj 6, • • Option #2: . GAFGLAS' #75 Base Sheet, Tri -Ply' #75 Base Sheet or any of abbve base .". sheets attached to deck with Drill -Tec` #12 Fastener or Drill -Tec'" #14 Fastenef "' and Drill -Tec"" 3" Steel Plate, Drill -Tec'" AccuTrac' Flat Plate or Drill -Tec'" AccuTrac' Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12.5" 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 Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or SECUROCK Fire Barrier (Maximum Design Pressure —5Z5 psf. See General Limitadon #7) Fastening GAFGLAS' #75 Base Sheet, Tri -Ply' #75 Base Sheet or any of above base Option #4: sheets attached to deck with Drill -Tec'" #12 Fastener or Drill -Tec'" #14 Fastener and Drill -Tec'" 3" Steel Plate, Drill-Tec'm AccuTrac' Flat Plate or Drill -Tec'" AccuTrac' Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) NOA No.: 18.0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 53 of 67 Fastening GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20 Smooth, Ruberoid' Mop Option #5: Smooth base sheet attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'" 3" Steel Plate 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, Tri-Ply® #75 Base Sheet or any of above base Option #6: sheets attached to deck with Drill-Tec'" #12 Fastener, Drill-Tec'" #14 Fastener or Drill-Tec"' XHD Fastener and Drill-Tec'" 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #9) Ply Sheet: tional except over Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, • • • • • • ""-- Ruberoid® Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® IIW.Sgiooth of • •' Ruberoid® HW 25 Smooth) One or more plies GAFGLAS® Ply 4,?ri-plyo Ply'4,. or GAFGLAS" FlexPlym 6 sheet adhered in a full mopping of appioved asphalt • • applied within the EVT range and at a rate of 2040 lbs./sq. or Rul;erou%Torc • Smooth torch applied according to manufacturer's application ins onto 3 s. :00606 Mem._. b=,iu: • One ply of Ruberoid® Torch Smooth, Tri-Ply® APP Smooth Membress,• 06:60 Ruberoid® Torch Granule, Tri-Ply® APP Granule Cap Sheet,, Rubereis • • • • EnergyCap' Torch Granule FR, Ruberoid® EnergyCap'" Torch ljtfg V*ule FR, ' or Ruberoid' Torch Plus Granule FR torch applied according to ihanufacturee; ...: • application instructions. Or .. •..• One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid® HW Granule FR, Ruberoid® EnergyCar HW Plus Granule FR, Ruberoi'dll HW Granule, Ruberoid® HW Smooth and Ruberoid't HW 25 Smooth applied according to manufacturefs application instructions. Surfacing: tional 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 lbsJsq. respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLASI Mineral-Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCar Mineral-Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 IbsJsq. 3. TOPCOAT® Surface Seal SB or United Coatings'" Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT® Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options 3 NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 54 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPlyy' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum VV DensDeck' Roof Board or %:" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LMTATIONS: I 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 overFtosgd cell ,• , foam insulations when the base sheet is fully mopped. If no recovery boardis used 01e;bW sheet ' shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24".o1, or, strip mopped 8" ribbons in three rows, one at each side lap and one down the center of tha duvet allo"lin • a continuous area of ventilation. Encircling of the. strips is not acceptable. A 6" break•sltail be % • • • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of eit"tem sball; • be at a minimum rate of 121bs./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 Q1 valuaef • • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener val4e, • • as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdmwal.resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with (Roofing Application Standard RAS 117. :7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed, and sealed' by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I 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 comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 67 of 67 MIAMI 'Delivering Excellence Every Dae Miami -Dade County.HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Irderplies Ilk% Base Sheet I : I - --*— Dril) Metal 0000 0000 ...00 0 .. 00 .... 0*0:00:0000: 0000 :o..:. :..O.e *000 0 oo:**: 96:900 0*0:00 0* 00 so**:* 0000 00 Roof Mean Height: 0 Ats ..... 0:0 : : .9.: 0 0 ... 0. a 0 Drip Metal: 0 13" FACE 26 GAGE GALVANIZED METAL. Surfacing: N/A Top Ply: F UBEROID HW GRANULES FR Interplies: IRUBEROID HW SMOTH Base Sheet: 12 PLIES GAFGLASS # 75 Dock Type: F518" PLYWOOD Quickly find, specify, or verify UL Certified products for GAF .1. CAMPUS DR PARSIPPANY, NJ 07054 USA RI 306 "RUBEROIDO 20 Smooth" or"RUBEROID@ Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheef'or "Tri-Plye #75 Base Sheet" or "GAFGLASO #80 UltimaTI, Base Sheet" base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum. board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck(D Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or 1/4 -in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type, SGMRX) maybe used in any existing noncombustible deck Classification, When this is done, the resulting roofingsystern is acceptable for use over combustible {1;5/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@) Roofboard" or "DensDecke Prime Roofboard" or "DensDeck@ DuraGuard Tm Roofboard" are to offset a minim='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) "SECUROCKS 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 insul6t!onexcept polystyrene. your projects. 1. HOW DO YOU WANT TO SEARCH? • VT&4­11 ver: Roofing Systems See General Information for Roofing Systems GAF .1. CAMPUS DR PARSIPPANY, NJ 07054 USA RI 306 "RUBEROIDO 20 Smooth" or"RUBEROID@ Mop Smooth" or "RUBEROIDO Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheef'or "Tri-Plye #75 Base Sheet" or "GAFGLASO #80 UltimaTI, Base Sheet" base sheets in any of the following Classifications. 1/2 -in. thick (minimum) gypsum. board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck(D Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or 1/4 -in. thick (minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type, SGMRX) maybe used in any existing noncombustible deck Classification, When this is done, the resulting roofingsystern is acceptable for use over combustible {1;5/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@) Roofboard" or "DensDecke Prime Roofboard" or "DensDeck@ DuraGuard Tm Roofboard" are to offset a minim='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) "SECUROCKS 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 insul6t!onexcept polystyrene. Insulation (Optional): — Polyisocyanu rate or wood fiber or perlite or glass fiber, any thickness, mechanically fastened or fully adhered with hot roofing asphalt. Cover Board:—1/2-in. thick "EnergyGuardTM HD" or 1/2 -in. thick "EnergyGuardTM HD Plus" or "EnergyGuardTM NH HD" or "EnergyGuardTM NH HD Plus" or 1/2 -in. thick "EnergyGuardTm RH HD" or 1/2 -in. thick wood fiber -board, mechanically fastened. Slip Sheet (Optional): — One ply "StormSafeTM", mechanically fastened. Base Sheet: — One ply "RUBEROIDS SA Base/Ply Sheet", "LibertyTM SBS Self -Adhering Base/Ply Sheet" or "RuberoidS SA Universal Base Sheet", self -adhered. Membrane: — "RUBEROIDS Torch Plus Granule FR" or "RUBEROIDS HW Plus Granule FR" or "RUBEROIDS HW Granule FR" or "RUBEROIDS EnergyCapTM HW Plus Granule FR" or "RUBEROIDS HW Plus Granule" or "RUBEROIDS EnergyCapTM Torch Plus Granule FR", torch applied. 64. Deck: CA 5/32 Incline: 112 0000 . . 0000 0000.. Base Sheet: —Two blies Tvoe G2 "GAFGLASS #75 Base Sheet" orTn Ply8'#76 Base ' • Sheet" or "GAFGLASS #80 UltimaTM Base Sheet" or "GAFGLASS %tte-yentS Nailable."�'. Venting Base Sheet" or "RUBEROIDS 20 Smooth" or "RUBEROIDgNoq Smggjl v.pr "RUBEROIDS Mop Smooth 1.5" or "RUBEROIDS Mop Plus Granule'SMooth'" ""' mechanically fastened. of 00�� 0000 0 . 0 0. 0 .0 0 0000.. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLASS Ply;4';or "Tri -Ply@ Ply 411; or "GAFGLASS Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or TylWG2 GAF6l.AfiS XM Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLASS #80 Ultima.T"" 8ase.Shaet" or:.... "GAFGLASS Stratavent® Perforated Venting Base Sheet", fully adhered with A011vofing asphalt or "RUBEROIDS HW Smooth", torch applied. Membrane: — "RUBEROIDS HW Granule FR" or "RUBEROIDS HW Plus Granule FR" or "RUBEROIDS Energy apTM HW Plus Granule FR" or "RUBEROIDS HW Plus Granule", torch applied. 65. Deck: NC Incline: 1/4 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeckS Roofboard" or "DensDeckS Prime Roofboard" or "DensDeckS DuraGuardTM Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCKS Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Polyisocyanurate or wood fiber or glass fiber or perlite, mechanically fastened, any combination, any thickness. Base Sheet: — One ply "RUBEROIDS SA Base/Ply Sheet", self -adhered. Membrane: — "RUBEROIDO SA Cap FR", self -adhered. 66. Deleted. 67. Deck: C-15/32 Incline: 1/2 Barrier Board (Optional): — One or more layers minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeckS Roofboard" or "DensDeckS Prime Roofboard" or "DensDeckS DuraGuardTm Roofboard" or minimum 1/4 -in. thick United States Gypsum Co.