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RF-18-815
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 3/29/2018 Permit NO. RF-3-18»8.15 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 09/25/2018 Parcel Number Applicant 9953 NE 4 Avenue Road Miami Shores, FL 33138- 1132060171250 Block: Lot: CARYN & CARY LUBETSKY Owner Information Address Phone Cell CARYN & CARY LUBETSKY 9953 NE 4 Avenue Road MIAMI SHORES FL 33138- (305)756-6373 Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 Cell Phone Valuation: $ 38,500.00 Total Sq Feet: 5500 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $23.40 $5.63 $3.75 $7.80 $375.00 $9.00 $31.20 $955.78 Pay Date Invoice # 03/29/2018 03/29/2018 Bond #: 3699 Pay Type RF-3-18-66965 Check #: 34238 Check #: 34241 Amt Paid Amt Due $ 50.00 $ 905.78 $ 905.78 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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 AFFIDAV construction and z. t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authgrize the bove-named contractor to do the work stated. v go z March 29, 2018 Author' =d ig . ture: Owner / Applicant / Contractor / Agent Building D = partment Copy Date March 29, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-312294 Scheduled inspection bate: September 17, 2018 Inspector: Riveron, Alexis Owner: LUBETSKY, CARYN & CARY Job Address: 9953 NE 4 Avenue Road Miami Shores, FL 33138- Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Permit Number: RF-3-18-815 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1132060171250 Phone: 305/265-2654 Building Department Comments RE -ROOF TILE AND FLAT Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. tniactic* Passed Comments INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-300459. 9/13/2018 NO LADDER POSTED September 14, 2018 For Inspections please call: (306)762-4949 Page 28 of 34 Value of Work for this Permit: $ 7 i Type of Work: Description of Work: El Addition ❑ Alteration Address: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED MAR 29 2018 � h (PBC 201� BUILDING Master Permit No. 9 1 - SIS PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: elm t. v" ,A. City: MiamiShores '/vv c(} County: Miami Dade Zip: Folio/Parcel#: '\\_ - W(f —on ` Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):ellV L'i' Phone#: 3d5��"7, N 5/ I Address: ci1 5 N- 1 --eNseifiVe Zip: r7 \-15 City: ,vl V' I ‹sw\re State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: T 5 `l ri.) City: I tII Qualifier Name: ,(N l3 Phone#: State: �L_ Zip: 0 Phone#: 2 ' 1 State Certification or Registration #: e2 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear Footage of Work: S 50 0 ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: W Y Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Signature ER or AGENT The foregoing instrumen was a o !edged before me this day of R , , 20 t '�r �/� who is personally known to Lrt1'3 "Till me or wh has produced as me or who has produced identification and who did take an oath. NOTARY Sign Prin Seal: DANIE Z Notary Public : of Florida Commissio 44769 My Comm. Expires Nov 3.2020 by Signature The foregoing g Print: Seal: CONTRACTOR nstrument��was acknowledged before me this 11 day of ,')& i(C , 20 by , who is personally known to identification and who •'d take an oath. NOTARY ' : IC: Sign: .�_k4atis1I�'_ _ 1111111111 *************. * ********************** APPROVED BY Plans Examiner DANIELEZ Notary Public - State of Florida Commission 4 GG 44769 as Zoning (Revised02/24/2014) Structural Review Clerk OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1250 Property Address: 9953 NE 4 AVENUE RD Miami Shores, FL 33138-2439 Owner CARY LUBETSKY &W CARYN Mailing Address 9953 NE 4 AVENUE RD MIAMI, FL 33138-2439 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,628 Sq.Ft Lot Size 13,403 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $334,922 $321,359 Building Value $265,524,, $265,983 $266,441 XF Value $30,767 $31,004 $22,466 Market Value $697,989 $631,909 $610,266 Assessed Value $530,435 $519,525 $515,914 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $167,554 $112,384 $94,352 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 5 & 6 BLK 96 LOT SIZE 103.100 X 130 OR 20852-2374 11 2002 1 Generated On : 1/30/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $480,435 $469,525 $465,914 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $505,435 $494,525 $490,914 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $480,435 $469,525 $465,914 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $480,435 $469,525 $465,914 Sales Information Previous Sale Price OR Book- Page Qualification Description 03/01/2005 $902,500 23182 4796 Sales which are qualified 11/01/2002 $418,700 20852 2374 Sales which are qualified 10/01/1995 $0 17039- 3634 Sales which are disqualified as a result of examination of the deed 06/01/1995 $205,000 16834- 0803 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ear\ Property Address: p-6 tkev1U2 Roofing Permit Number: Dear Buildi g Off'cialI : certifythat I am not required to retrofit q the roof to wall connections of my building bec use: 1The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof 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 ec tion of the South Florida Building Code (1994 SFBC) Date: Signature Print Name 1F3 State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she 's th wAer fo the above property mentioned, Sworn to and subscribed before me this 2 day of t 1,1 1 4 Notary Public, Sate of Florida at Lar • When the just valuation of the structure for ad valorem SFBC. Then you must provide a building apdticatiorlfrom a Gene xation is equal to or Contractor for the p PpY PUB.', • DANIE'. PSEZ NotaryPublic- State ' Commissic^ =GC d4 6y My Comm,Expires Ncv 3 'L: tt ore than $300,000.00, and e . uil. ing was not constructed with FBC nor a 1994 f to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Section A/B Low slope roof area (ft.2) "Delivering, Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Process No: fT ANDS ROOFING 9953 ne 4 ave rd ElLow Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type RECEIVED MAR 2 g P018 (144.1 ✓❑ Mortar/Adhesive Set Tile .... . . D. Wood ShinalesiShakes • • . . • ..• .. . . . •••• ••• . • . . • . • .... . • .. ❑ New Roof ✓❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintena ict.. • • .. • . . •.•• Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type; 1:1;Naturpl 4 LPGX Roof System Information Steep Sloped area (ft.2)14600 Total (ft.2) 900 Section B (Roof Plan) • • • . 5500 .. . •. .. . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): W D U LL "r!!e; systcm IlAikilIDADI I FIFA I / "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tiie Roof System BORAL ROOFING LLC Notice of Acce.ptance Number (NOA): 16-0711.05 _J Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 • • • • • •••• . Maxirrium Design Wind Pressures, (From the NOA Specific sys• tem): 31.3 psf • • • . Fill fn the Specific roof assembly components. If a component is not required, insert not applice) in in% ioalf;. ?0,L • • • . • Roof Slope: JiJ'712" Roof Mean Height: [115 ft . • Method of Tiie Attachment: L-Adhesive, 2 Small Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size 8: Gauge: Le3" face 24 ga.-- Drip Edge Pilateriai Type: - • • •. Drip Edge Fastener Type: "V' I ,--Galvinized Metal-- 1 1/4 RS NAILS Hook Strip/Cleat gauge or weight: I -- _Select Hook Strip -- Deck Type: PlYw"el— • . • • • • • • Optional Insulation: • • • • • • • • • • •• • • • • • • • • • . • - • • • • • • • Optional Nailable SubstIte: • • • •• • • „, • -11r Optional Nailable Substrate Attachment: Basesheet Type: #30 ASTM TYPE II •••••3••.• Fastener Type for Basesheet Attachment: 1_ 1/4_RS.NAILS 6" OCAND 12" FIELD Tile Underlayment (Cap Sheet) Type: TILE SEAL Tile Underlayment Attachment Method: ISELF ADHERED Tile Profile: SAXONY 900 Section E' tip .CfLIII-D DE) i:1�1�7 �i1r "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (rile Calculations) Methoc;.1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1: .Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the, roof, then the tile attachment method is acceptable. ,P 1: P 2: P 3: 1139.1 - I 168.1 100.7 =112.31 ;1-Mg: x?.315 =21.45 .�Mg; x ?� .315 I 11.315 (i31.72 - Mg: 7.62 17.62 f7_62 _ 1 = Mr1: = Mr2: 14.69 113,83 01.3 NOA Mf NOATQf •• • &WV •••• • • •••• • • • • • ••• •• • • • • • • • •• • •• • • • • • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater tPian or equel'te tie Fr valus4 • each area of the roof, then the tile attachment method is acceptable.. • • • .• • • • • • • • • • • • • P1: P2: P3: xl: I: x W: X W: x w: •••• Method 3 "Uplift Based Tile Calculations Per RAS • 127" • • • • • • 1=1 -W: 1-.•I x cos 6: Fr1: x cos 0: xcos 0: = Fr2: = Fr3: Where to Obtain Information to complete.tile calculations • • • <U- 'lvoA Fl • iv. • Vy��-�I Description h I Symbol _i Design Pressure ! P1 or P2 or P3 Table 1 RAS 127, or by an engineer, based on ASCE I H Mean Roof Height - 6 Roof Slope Aerodynamic Multiplier __ Mg _ —_ Restoring Moment due to Gravity Attachment Resistance Mf Required Moment Resistance !_ Mr Minimum Attachment Resistance _ F' • . _ _ Required Uplift Resistance Fr — -- — — _ Average Tile Weight ---------- W — �f r-------- Tile Dimensions I = length w=width Where to Find NOA F' NOA F' engineer analysis prepared, signed and sealed by a professional Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) f _ lly - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND'CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA Boral Roofing, LLC '7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY v?RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamiclade.aov/economy • SCOPE'esan• etc. n mater��ls. r g g: • PreThe be • • This NOA is being issued under the applicable rlacce accepted bylMiami-Dade County RER f co Str documentation submitted has been reviewed and p) used in Miami -Dade County and other areas where allowed by the Authority Having 7urisdi.l:14.:t:Controleisoitioin • o1Se�tion • • • shall not be valid after the expiration date stated below. The • Miami=Dade reseCourve t Pfdrd'3t to hayAt re; Se • • This NOA .. (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County �� • • • • material tested for quality assurance purposes. If this product or 'material fails to fewke, modif�,por d • ma ner or mate* ranee' e • testing incur the' reserves the rigl �t to a yoke thjst ooap . manner, the manufacturer aulct or material within their jurisdiction. RER . Product or -material faRl"s:to meet tie suspend the use o by M p -- if it is determined byMiami-Dade County Product Control Section that t its pro the Florida Building Code requirements of the applicable building code. This product is approved as described Zone of the Florida Building Codelerein, and has been deSigned to nply with including the High Velocity Hurricane DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING:: Each unit shall bear a permane nt label with the manufacturers name or logo, city, state and following roved ,unless otherwise noted Herein.. statement: "Miami -Dade County Product Control App RENEWAL of this NOA shall be considered after a renewal application has oeen duct filed and there,has been no change in the applicable building code negatively affecting the performance of this prin the of this NOA will occur after the expiration date or if there has been a•revision or changeproduct, TERMINATIONials,with section materials, use, and/or manufacture of the product or process. M erminatethis NOA. Failure to comply dorsement f any y for sales, for sales, advertising or any other purposes shall automatically of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: NTo The NOA number preceded by the wordsMiami-Dade County, Florida, and followed by the literature. If any portion of the NOA is displayed, then it shall be done expiration date may be displayed. in advertising in its entirety. IIaiSPBCTION° A copy of this entire NOA shall be provided to the user by the ufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 pira t1o3i Date: 04/26/22 Approval Date: 09/29/16 Page 1olS • ROOFING ASSPI°LY APPROVAL gskgmyi Sub -Category' Material: Deck Type' Roofing Roofing Tiles Concrete Wood i. SCOPE This NOA approves • a system using Saxony 900 (Slate, described hiSplit s NoticeShake) of Acceptance. Roof For locations where the pressure requirements, as determined by applicable manufacturedBoral Roofing LLC in Lake Wales, FLand Building Code, do not exceed the design pressure using values obtained by calculations in compliance with RAS 127based tst al ••••values listed in she instal/ en section sy herein. The attachment calculations shall be done as a moment • • • .• .. 2. PRODUCT DESCRIPTION lyyanufactured by Applicant Saxony 900-Slate Saxony 900 Split Shake Saxony 900-Shake Trim Pieces MIAIMIOADE COUNTY Length =17" Width = 13" thickness =.1-5/32"_ Length =17" Width = 13" thickness = 1-9/32" Length =17" Width = 13" thickness =1-9/32" Length: varies Width: varies varying thickness . • •••• •. • .. • Test �Deste' inn • •• Dimensions Specifications ••• •• . TAS 112 Flat profile, interlocicing.W;$ressure ektt'lided • concrete roof tile with tvvo nil toles. For direct deck, • • batten, mortar set or adhe•sive cet app1D 1 . • • ii h�ressuir�"eKlded • _ � TAS 112 Flat profile, interlocking,- - g concrete roof tile with two nail holes. rr direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. • • • • • . •. • .. NOA NO.: 16-0711.05 ExoiratIof Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING (LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier 94-084 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied .Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing &' Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American. Test Lab of South Florida MIAMIDADE COUNTY Mal 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 . R1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation. Calculations Calculations Evaluation Calculations RT0617.04-16 Test Narne/RePort Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 142 (2 Quik-Drive Screws, Direct ISackj Static Uplift Testing TAS 1(32, • • • (2 Quik-Drive Screws, Batteflg)• • • • Static Uplift Testing TAS 102*". (1 Quik-Drive Screw, Direct Debt • Static Uplift Testing TAS 14; • ..• (1 Quik-Drive Screw, Batterisl• • •• Wind Driven Rain • • • TAS 100 • • • . . Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Fe'b•.'1 5 Feb.' 95 Nash; 1995 . •• Nauch'1995 Oct. 1994 • .• • • • � • • tie// 991 • Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 .April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16' Page 3 of 8 3. LIMITATIONS 1 FireFooriarlor adhesiveistst tile appl cat onss,, a'Static field uplift test shall be performed in accordance with part of this accept. 3.2 For TAS 106. Certified Laboratory to perform quarterly test 3.3 Applicant shall retain the services of a Miami -Dade County in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. licable Roofing Applications Standards listed 3.4 Minimum underlayments shall be in compliance with the app section 4.1 herein.p • • • • 30/90 hot mopped underlayment applications may be installed d literature. erdi r perpendicular tothe roof sloe unle•ss stated 3.5 . otherwise by the underlayment material manufacturers published lia ce with 3.6 Tlus acceptance is for wood deck applications. Minimum deck requirements shRl. be in corpp • • r• the applicable Building Code. . .••• •. • . • • • . 4. Saxony 900 (Slate, Shake & Split Shake) oncre • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS /2 ! • 4.2 Data For Attachment Calculations . Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Saxony 900 Slate, Shake & Split Shake Tile Profile Weight-W (Ibf) 10.9 Length -I (ft) 1.417 Table 2: Aerodynamic Multipliers - 2 (ft') X, (fe) Batten Application 0.291 • • • • . .. . .• . . .... . .. .• INSTALLATION Concrete Roof Tile and its components AP▪ I be instal in strit. 4.1 • . • . .. -. Width-w (ft) 1.08 X (ft') ,. Direct Deck Application 0.315 Saxony 900 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (fit-Ibf) Eva^12" Tile Profile Saxony 900 Slate, Shake 07 Split Shake 2":12" Direct Deck 7.70 3":12" Direct Deck 7.62 4":12" Battens 6.61 Direct Deck 7.50 5":12" Battens 6.48 Direct Deck 7.34 Battens 6.31 Direct Deck 7.16 • . . ... • • • 7":12" or greater Direct Deck 6.95 NOA No.: 16-0711.05 Expiration Date:.04/26/22 Approval Date: 0 /29/16 Page 4 of 8 Table 4.: At'tachi-nent Resistance Expressed as a iVioment Mf (f -lbf) . Direct Deck Battens Tile Profile Saxony 900 Slate, Shake & Split Shake Fastener Type 2-10d Rin. Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 .#8 Screw 2 .#8 Screws 1-10d Smooth or Screw Shank Nail (Field Clip 1-10d Smooth or Screw Shank Nail (Eave Clip 2-10d Smooth or Screw Shank Nails (Field Cli 2-10d Smooth or Screw Shank Nails (Eave Cli for Mechanically Fastened Systems Direct Deck (min 15132" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 •• 1 • 3• 5. • • 17.2 4.9 7.4 18.2 24.4 .. • .Q4.2 • • • 52.1 •••• • .• • 34.8 • • • . •..$1�. 32.2 • •. • . ..• Table 5: Attachment Resistance Expressed as a Moment Mfi(ft the for Two Paddy Adhesive Set Systems • .. Tile Profile Saxony 900 Slate, Shake & Split Shake add 13.9 grams. 1 See foam adhesive manufacturer's ne onen a• t d 8 grams. 2 The Dow Chemical Company TileBondT'� one -component foam minimum weight per paddy 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy Tile App1ication- Adhesive' royal for installation re.uirements. • • �inn�2nt Minirnucv+_hi�a Resist5hc' , • • 31.32 & 3 Table 6: Attachment Resistance Expressed as a Moment a Mf (ft-lbf) for Single Paddy Adhesive Set Systems fleiroin Tile Profile Saxony 900 Slate, Shake & Split Shake Tile Application ICP Adhesives Polyset® AH-160 Two-com •onent foam 118.94, Large paddy placement of 45 grams of Polyset® AH-160. Medium paddy placement of 24 grams of Polyset® AH-160. � • , etachmenz Resistance Expressed as a Moment a Mf(f'=lbr ) Table 7: for Mortar Set Systems Minirr+Urn, _�r cachrnept,. Resistance Profile Saxony 900 Slate, Shake 8, Split Shake 5 Tile-Tite Roof Tile Mortar Tile Application • • . • .• • ••• • ••• • NOA No.: 16-p711.05 E cpirat-ior- Date: 04/26122 Approval Date: 09/29/ 1 6 Page 5of8 of the manufacturer's name or logo as detailed �, All.�ll1tile roved". 5.1 tiles shall bear the imprint or identifiable mar Product Control Approved". G below, or following 'statement: "Miami -Dade County • LABEL I+OR'..ORAL SAXONY 9O° TILES (LAKE WALES .. .. LOCATED UNDERNEA'TIEI TILE • • • 6. BUILDING PERMIT REQUIREMENTS '6.1 A plication for building permit shall be accompanied by copies of the following;; •.. • •,;• , • P hcable bu�idirig bode in•or e� to 6.1.1 This Notice of Acceptance. • 6.1.2 Any other documents required by the Building Official • or app • • • •• . •• • properly evaluate the installation of this system. • .•. •• • PROFILE DRAWINGS NAIL HOLES UNDERLOCK SAXONY 900. - SLATE ,LaaNn•flafl� couv rr • • • • • • • .• • • 1-5/32" (Slate) COVERLOCK NO. A No.:16-0711.05_ Expiration Date: 64/26/22 Approval Date: g21'u o29f 68 Pa • NAIL HOLES PROFILEDRAWINGS ` .. .. ••�:i I- • Note: Available Top Surface Finishes 5 Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE • • i - 7• • • • • ••• •• • .•• • •• • •••• • • •• •• • • • • •- • • - • • • • •- •• • •••• • • • • •• • • • • •. • • • • • NOA No.: 16-071 ..05 EXpii a iOn Date: Oe,/24/22 Appr fldalDa+ : 09/29/ 8 NAM HOLES 1' PROFILE DRAWINGS y -• - Ns /. • •- - -• - • yw • fly x - - - }� \2"( a) SAXONY 900- SP1AKE ND OF THIS ACCEPTANCE 13 • 10 •- � • • • • • • • NDA3a:iGnpl: Expiration Date: 04/26/22 Approval D:«a9z6 Page 8R8 LIMITATIONS: compliance with art of this acceptance. requirements shall be in comp picable 1. Fire classification is fornrt P roofing applications. Minimum deck compliance with applicable applicable acceptance is prepared TileSeal underpayment shall be installed in strict comp 2. code. BORAL irregularities. building clean and dry surface with deck free of irre� t may be Building Code. lied to a smooth, ent shall be applied roof membrane as a recover, 3 BORAL TileSeal u nderlam applied over an existing L TileSeal underpayment shall not be yment. longer than 180 of 4. BORAL Base/Anchor sheet underla a temporary roof for long • • • • applied over ea roofing ent shall not be left exposed • . e • loac 0 days°of P 5.BORAL TileSeal underlaym• ent shall be 6:12 whent�; o � {:12•• • • application. TileSeal underlaym henk�;axer that• itch for BORAL aired on roof p rociuc�•`x'ith roof loading boards or battens are required reeal o er t p • 6. The standard maximum TileSeal undelayrnent; ••.. •• • • " to the BORAL• • • • s stein Product Control Notice of Acceptance for listed apP • • • • • • • 7. Refer to Prepared Roofing y roofing products. specific prepared itches greater than 6:12':'• Notiee•o� pccePy��Ost be used with any approved roof covering • 8. Tiles shall be stored on battenent may P art of an assembly inf the Notice of:A�¢ ance.�A�• . 9 BORAL TileSeal underlaym component p acing:urisditanc Z. 11 or the ing ent as a comp gdocuenen�"d�0n is. • BORAL TileSeal underlaym a request maY•be made to the Authorirovidedty that Having s ; • .. • 1 • • • .a - p roval_ p . . TileSeal underla}nnentP is- tliControl Dep trnent for .a P and fire testing re anels Sweep • roducts, wind uplift resistance, loose declung p Miami Dade County compatibility of the p heads., Re -fasten any provided to theadcomp Yprotruding application. high point, rolling the membrane remove any dust and debris prior to ap oli0 and work to the P and roll from the center for p 10. All nails in deck shall be carefully checkedlow the decknthoroughly start at the point center the membrane 11. When applying center ouhetward ward in both in theivalley, special attention center from the center outward in directions. For ridge applications, contact with the surface, giving p outward in both directions•current product Control or broom the entire membrane surface so as to have 100% Roof Assembly 12.3Roll compliance with overlap areas. chimneys and penetrations in comp pressed stacks, Code. piece shall be 13. Notice vent pipes, licable Building piece of underpayment. This target Notice of Acceptance and applicable econd er of BORAL TileSeal underpayment the protrusion to ensure a tight fit.Amodified mastic. wilding Code and 1 4; All proeofo or drains around ll initially taped with a P SBS inplace and applied over P and sealed using an shall be sliover ere underpayment, have a quality assurance audit in accordance with the FloridaF °n a name or logo, city 15. All products listed herein shall h istrative Code. of the manufacturer's roved" riot or identifiable m amnDade County Product Control Approved" Rule membranes 3 of the packaging shall ear the imp statement m 16. All membranes or packab g and the following and state of manufacturing facility, Product Control Seal as showbelow or the Miami -Dade County (Mi pE� END OF TIES ACCEPTANCE N:pAblo.: 17-053010 , Trpii at9oa Date: 07131/ 8 Approval Date: 07/27/17 --Rage 4 of 4 Vi.1P4'01;0-;t;.Fs DEPART TM OF REGULATORY ANDECONOMIC RESOURCES (2ER) BOARD AND CODS ISTRATION DIVISION NOTICE OF �CEFT CIE (N ICp Adhesives and et Sealants, Inc. 12505 NW s Street r 33065 materials. The Coral Springs, overhing the use of constriction regulations g R product Control Section to be applicable rules and relvliami Dade County isdictio; (�' • • • • • • issued under the app accepted by Flaying 1 Section This NOA is beingthe Authority • • duct. Conk° • cduc The Miami -Dade Countor. (A t have • p� documentation submitted has been reviewed andacce d n and other areas where allowed by ow. e thea+�• er used in Miami expiration date Dade ou ��ce • • e MIAMI DAX�E COUNTY. PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2$90 F 786) 315-2599 r damidadc Qovieconomy vnv�v. SCOPE: t Dade County tee C pton ma�tn , the d t stated bel County) use perform t eo _ . •or suspend r This N 1(in areas other than Miami r material fails top mQc�i , t rna if it is NO shall not be vonoloTtthr a AEI immediately (In Miami Dade County) , assurance -purposes. If this p�s• accep 3 i . quality and the ABS may. right revoke,to � eet the use gER reserves. the or material tested for cl erase of such testing• the jurisdiction. product or material fai�sto�• manufacturer by will incur add County their j • . fig Cods product or m product Control Section that this p e Florida B� of such p lvliami-Dade County . l • with =h • • determined ct code. hasbeendesigned to comply .. •. • and h. of the applicable building Code. . product is approved as described herein, wilding This p he High Velocity Hurricane Zone of the Florida including t set® Aa •• • • • • 'I60 o city, state and following N, ICI, Adhesives Polyfacturer's name or log manufacturer's bear permanent Product �ESC 1PTIO " rat label with the noted herein. t tement M a Pp ermane �� unless otherwise change Bach unit shall Control APProvad �,ABEI�][1�I"iami--Dade County application has been filed and there has been no statement: a NOA shall be considered after the performance of this product. or change in the NEW of this code negatively affecting a revision product, for in the applicable building occur after the expiration as an endorsement any Sec 0n of iration date or if there has been will process. Misuse of this NOA asanFailure to comply TERMINATION of this NOA product or p terminate this NOA.. and/or manufacture of the p materials, use, other purposes shall automatically and followed by the advertising or any nation and removal of NOA County, Florida, sales, cause for termination Dade then it shall be done this NOAshall be the words Mid" OA is displayed, Th NOA number preceded by portion of the N If any p • • t1'I' e e literature. yETISEi displayed in advertising expiration date maybe y the manufacturer or its distributors and m its entirety. OA shall be pro to the user Official. A copy of this entire N of the Building ]IN l be avaON ` inspection at the j ob site at the request a es 1 through 11. shall be available for insp era. NOA 16-0315.01 and consists ofpTig This NOA renews submitted documentation was reviewed Y The submi t ,�. s�i•oaoE�ouzN NOP. No.:17-0322.03 Expiration Date: 05110122 Approval grate: 04127117 -Page 1 of 11 'ROOFING COM NTAT '1?1ROVA1V goofing Category: Roof tile adhesive Sub Category: polyurethane as described Sealanis,l[nc. Materials: edby applicable ICP Adhesives and determined �© 160 as manufactured by requirements, ce with Roofing SCOFF,: olyset® Alin design pressure req compliae using ICP Adhesives polyset® ere the calculations in stems PRODUCTS MANUFA.CTORED BY roves, do Ce For the locations Where h rofs i roof tile systems This approves cCe tan pressure values obtained high p in this Notice to Acceptance. roved flat, • • • • code, do not exceed the destus p`Nith approved • building S 127. For • • • • Product Standard RA • Application • • set® AH-160. -on . •• Adhesives Polyset® APPLICANT: Product D • • • • T ... ne foam ad}• �ive Dimensions Specifications Two coinponentP°l ie . •. TAS101 • •.. • NSA Equipment • Dispensing • • . •• • • • ICP Adhesives 6 polyset Ala-10 NIA ICP A " Adhesives Foa . Dispenser RTF1000 N/A adhesives propacic® 0 100 which list attachment ltS: a currentN�A ®TEE bl having UpACTU D D tedRoof Tile Assem Y I�R®DUCTS MAN1 set® Ax-160 roof the adhesive• ade County product CoAaheS Ves poly Any 1vLiami D the use of ICp, resistance values with VIl ANUFACTU G LOCATION: T 1 Tomball, TX. FENSICAL PROPERTIES: proffer • 3 Density Compressive Strength Tensile Streng Water Absorption Moisttue Vapor Transmission Dimensional Stability two. St d. as typical ave_w ri��=ion• t5s�eda�l3D'�'ec_.nteS�totOTt r.� aa��i3g�c" Cell Content �a•� p • manufacturing p e�ti^s - and are subject 11.0"�e• The pl�ysic�a11 test cr methods �-.�tl �''� accepted AST • Dispensing Equipment: • • 1.61bs./ft' 18 PSI -Parallel to rise 12 PSI perpendicular to rise 8 PSI parallel to rise Test ASTM D 1622 ASTN1 D 1621 D 1623 ASTM D 2127 ASTM 0.08 Lbs:/Fta Perm / Inch 40° F., 2 weeks AST 6 3.1 p o Volume Change @ " o ° limpidity, 2 ASTMS9 +0.07/oV 158FF.,2w e i D 2126 +6.0%Volume Change weeks MD 2856 86% values as determined by • •• • • • •• • •• • • • • • • • •� • • • • NOA 17-0322.03 i )C ik no��on ate . 05110a122 Appro- 't a e: 04121117 k?age2of11 EVIDENCE SUBMITTED: Test A enc Center for Applied Engineering Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 Ng-589-631 Miles Laboratorieslion polymers D 9637-92 Rarntech Laboratories, Inc. 01-6743-0111 1 01-6739-062b[ Southwest Research Institute 7050.02.964 Engineering p36700.04•12 Trinity Eng p39740.02.12 Celotex Corp. Testing Services 528454-2-1 528454-9-1 528454-10-1 520109-1 52010g-2 520109-3 520109-6 520109-7 520191-1 '520109-2-1 Tes____jgeL 0 t 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 ASTM D623 TAS 101 •• TAS 123 • • •• •• TAS 101 TAS 101 TAS 101 • •• ••• •••• • • •••• 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04130%93.. • • • •••. • .. • 11/109: • 01116/950 • 03E14496• 04/18/I: • • 02721/.40 1U/23/$ • • •• • 12/28/98 03/02/99 • • • • • • • • • • • • Tile Assembly for fire rating. Prepared Roof T LIMITATIONS: Fire lassiacceptance. Refer to the Prep it tile profiles. art of this accep at, low, 5120 be used with fiat, hggh. Standard 1. Fire classification is not p 160 shall solely with the Roofing Application©pH_160 roof the adhesive set® AH" 2 ICP Adhesives Poly compliance Adhesives Standard underlactures shahhall be inBuilding Code and 3. Minimum hiring acceptance for the use of 101 the Florida B manufactures acquiring �, Roof Tile in assemblies assurance audit in accordance with tile blies shall test in accordance with T with their shall have a quality products listed herein Administrative Code. 5 All p of the Florida Rule 61G20-3 iT�A 1�To.:11.. 322.03 • L eltpIt atio+� Date: 05/1(1/22 Av pp-ro Date,:0412111 -Page 3 of 1 with any roof the assembly having a current NOA that lists INSTALLATION: d 160 ICP Adhesives -'Adhesives Application se es with the use of ICP the Component App the use attachment resistance' lied incomp • he d resistance to corresponding Placement Detai °r°vide sufficient attachment Application h bl NOA with Roofing Application attachment data is noted components shall be install oofi set AH I t fiction andMaintenance Ache Poly d Sealants Inc. P Standard pP ed a p ica ° . t° iL 160 may ICP Adhesives Polyset® Standards compliance wit be use Polset® AH- section and the 1.of ICP t -Values liance with AH 160 shall be app roof tile assembly's adhesive attachment with Z. meet attachment oexceed the he adhesive ofICP ndards RAS 127. Polyset® Alice 0w shallP Roofing ApP alue Adhesives Poly Miami-Dade'County • determined in co in the roof the assembly Booklet, installed in accordance 3. ICP Adhesives ® -160 and its +s Operating ns n lives and RAS 120 and ICP Adhesives an Applicator' approved and license •4 � �,• Trained'Qualified. c ar' t of avp 1• : rs ICP the dues •.e having �t, Installation must be by a FactoryInc.hall supply • • Inc.CP Adhesives and Sealants, •d before a�P>:cation Sealants, • equipment is: • • . jurisdiction. Dispenser RTF1000 dispensing � oi L nbefore a p1 sateen b t of the ICP Adhesives Foam the " A„ component and the B f any adhesive. Dispen� • •. • • • • • 5. Calibration ion The mix ratio between �'�*g 1000 � 1•GR F Ives 7 ICP Adhesives Polyset® AH-160 shall not P usebesetwrthmlto2mnl • • Tiles must be.adhered in freshly applied "adhesive.1Tile m 8. 160 has been dispensed. weight shall be in accordance wi�•tne• Polyset® Ad si ° placement and minimumPa allbei ccordherew set AH-aoh p requires the specific placement 9. ICP Adhesive Polypt® generic tile profile 'Placement Details' herein. Each g 0 oain •• • •• 1.0-1.I5 (A):1.0 (B)' lied with ICP Adhesives 160 be applied •' • • • • ICP Adhesives Polyset® AH Q equipment only. Adhesives ProPack° 30 & 100 dispensing be exposed permanently to sunlight• tees After IC33 •� ® _ shall •. 6. pi±; MI-DADE sou ivrt • • •• • • • • • • • • • NOA No.: 17-0322.03 5 :>t3ira boa D'a°' 0511.0/22 Approvat Date: 04./27 /117 paae4ofll ic rile Profile �t For Each C„uIev- la�r�le 1: Adhesive Places. ��•� Paddy MinimumrPaddy Area Tile Profile Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles Flat Profile Low Profile High Profile Flat, Low, High Profiles Two -Piece Barrel (Cap Tile) Two Piece Barrel (Pan Tile) Placement Detail All Eave Course #3 Two Piece Two Piece 1.7-23 sq. inches 17-23 sq. inches 10-12 sq. inches 12-14 sq. inches Minimum Paddy G cana Weight 17-19 sq. inches Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 65-70 sq. inches 45-65 45-65 30 30 30 12 grams pq� ..ddy • .... • • • •• • • • • • • • • •- grams per bead • • • .... • .•• • • • an '34 grams • . • ▪ • • ..• •. imprint or identifiable markang of thy' ' b e listed herein shall be labeled dshall i Dad County Product Control Approved" or the Miami- All approved productsstatement: er's name or logo and followingsbelow. •� manufacturer's Dade County Product Control Seal as L1JL12B1�NT� ° ' order to properly evaluate the installation of this BUILDING �uE T BQcode an iced by the Building official or applicable building As required system. • • • • • • •••• • ••• • • •.• •..• -. • • • .ra*"------ 1 ioADEcau[ i 1%1OAT.ia.: 17 43322.03 a don Da''" 0 /27 �.7 U ;:�7ai H Approve' Date: P6 ge 5 oif 11 '4 � '' L49tF tis 1:26;7nvl .,� �• J� F9ixiA 10 —. nryx ¢adsl el:,r`a h plo•Itie regeSn.11i St ahrl:7r"ir • ADHESIVE uENT DETAIL # 1 _-- —1 Flat/Low Profile Tile Ra lug l>~Anr�. 1 Starting at the eave course, apply a minimum 2"(50.8 mm) x 10" (254 min) x 1" (25.4 nun) foam ent ositioned as shown, paddy onto the underla rib closest to the overlock under the strengthening of the file being set. manner. Insure appromately 17 r . i 2. Continue in23 (148.4 cm2) square inch adhesive �• �,��''� (109.7 cm2) } — °:;;._-• �`i contact with the underside of the tile. •••• • • •' • • • • • •• • • • • • • •• •• • • •. • • Mole 14''7e • • • Profile / Double • Medium•••• • •.• �� a a �n��vm 2" • 1, Starting at the eave cote a i (25,4 oam (50.8 mm) x 10" (254 >i•�S. onto the underla3nnenti�ositioned•as shown •. paddy Qf the4tile closee‘t*e portion • undertheparip � • overlock of the tile beingset • • • . • . • •• • anner. Insure approximately 17 2, Continue insame 148 4 cm2) square inch adhesive (109.7 cm2) ) — 23 contact with the underside of the tile. gligh Profile / Single Pan Tile a minimum 2" 1. Starting at the eave course, applypm) foam (50.8 mm) x 10" (254'mm) x 1"minimum mu paddy onto the underlayment positioned as shown ortion of the tile closest to the under the pan P set. overlock of the tile being atel 17 2. Continue in same manner. Insure approximately (109.7 2 148.4 cm2) square inch adhesive contact with the underside of the tile. 1dOA 17-0322.03 13;,ptra-tion Date: 05/10/22 Approval Date: 04f27 11, Page strengthening ADHESIVE 1PLACEM 1 NT DETAIL # 2 la Profile Tile I'_ :t/r,�ovr (50.8 at the eave course, apply a minimum 2" 1. 'Starting 254 mm) x 1" (25.4 mm) foam paddy the 10" onto gth-underlayment ningrri o f the tile closest to the overlook the of strengthening rib (109.7 cm ) the file being set. Insure approximately 17 — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. apply a minimum 2" (50.8mm) 2. x the second ) course, (25.4 rum) foam paddy onto the x 7" (177.8 mm) underlayment positioned ag sho n uncle; deck o• the rib closest to the • being set. �� approximately 10 • 3. (64.5 cm - . � .. contact with the undersid�•a ..a tile. • • • • • • • Medium Profile / Double 1P• Tile • . • •• • Continue in same manne2•'s2Me inch adlias�ile • 2) 12(774co� •• • • • • • • • • • 2"nt (50.8 at the eave course, apply a mill 1, Starting the254 mm) x underlayment 1" (25.4 min) foam paddy onto onto 10"( positioned as shown under the pan portion of the tile closest to the overlook k of the — tile being set. Insure approximately 17 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 ram) x 1" (25.4 min) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. manner.ame Insure approximately 12" (77.4cm2) - 3. Continue in s14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) • NOA No.: 17-O322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 ol 11 pADHESWE PLACEMENT DETAIL # 2 (CONTINUED) Nat]BI?I's.ugh pPLira eduiev-A-•,..----_- - Rvdoiti k;c.r2•41-111tvl I [ave Comma 2 i'fl 91AS411.DADECOUN i V_ High Profile / Single Pan Tile 1. Starting at the eave 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 pan portion of the`tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cin2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimui.2,.';(50.8mm) x7"(177.8mm)x1"(5.4.s.)foamsonto„t}i... , underlayment positionedies shown uvier the pan portion of the tile closet' 'th2 overlotk of;he tile, • being set. .... .. • ••• ..... • 3. Continue in same mania.jnsfire ap roximately 17':". (109.7 cm2) -,19 (1224 OA.Squares .idlhesive contact with the underlie of oh tile. • • • • • • • ..• • .. • .. • NOA No.: 17-0322.03 Expiration Date:. D5/10/22 Approval pate: 0027/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 Niltiuoughplastic cement Paddy fbeh�ieenti[es) Ir:henregiiired;`•4 Fin ttensnp tf�. •a �`, j Paddy ivrd=rcile) ' s:^nglepadd t. r t,• r ;&,,,s ; on top riffle �''•,. ,�1 r.�` h single paddy .` y, ' minertile ti _ ,, single paddy ,, /1. n Cued a ent ,t- .21:4let. n` :, ''f` .,f.2 in.��, J Plat/Low Pre�`11,21 i1.a G r2 dlosurr Nall tirroughplastic &nem Single addyunder tle It henreq• ed) / I op tiordal 5'4:.'"'b-r' �-'•'` t • , 5inglepaddy' �.,,,, crntapaitile. `,, w 4X4in. �' 2x4jn`= SIngie paddy on un eda nnentl Battens Ple4dlu n t roflaTU zip-�y+t�tr.:10 /r(Mln�ll•A�� ECOUNrY). - ?addy4am.saa tiles) / Pa ddy [under tile; 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 inm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cmm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 min) x 1' (25.4 min) foam paddy onto the underlaynagut just below the second course lice ppsi•tionedt'ealpaddy under the strengthen?g ril?for fla4till, yr under the pan portion of the tile,'c Yest to thh•u erlock•'or • • • the second course tiie to Se installed. 'Insure • • approximately 8-9 it! (4LL.6-58.1 grn 1 :Si'adhesive • contact with the undersia.pf the tile.• • • • • • •• • . •• •• •••• • (Instructions continued bn next page)* • • • • • • • •• • • ' •. • •• • • • • • • •• • NOA No.: 17-0322.03 Expiration Date:, 05/10/22 Approval Date: 04•/27/1.7 Page 9 of -11 A F!ESIVE PLACEMENT DETAIL # 3 (CoNT> JED) hlail:through Plasti_c rar&- {u nen Tequi; edjit'''.Angle add. J r Battens optional I (M1AMI•DADE COUNTY' Slade paddy rnderVie • Hfgti Proi T Tre Paddy Ib .t'f: n tiheS) 1' Paddy rundettfe} Fascia Weephole Ems dome Drip edge 3. Also apply a 2" (50.8.mm) x 4" (101.6 mm) x'/4" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile 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 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • . • •• • • .••. • • •••. •• .• • • • • • • • • • • •• • •••• • • •••• • • • •• •• • • • ••.:•• • • • • • • • •• • • • • •• • • • •'••• • • • • • • • • • •• • • • • • NOA No.: 17-0322.03 Expiration Dace: 05/10/22 Approval Dale: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT ]DETAIL TWO PIECE BA_RREL i)Placeenoughadhesivetoachieve 6Sto70Sq. in. Steep pitch applications I in contact with the pan tile. (when required) 2) Turn covers upside crown. Place adhesive in to 7 in. from outside edge of cover tile. Then install the tile. Ensure20 to 25 sq. in. conta ct area. Underlayment Eave closure (motarshown) W ophole fascia Board Sheathing IRemove top portion of the eave course cover tile. Abuttb second course of pan tiles. Ensure eave ends)? pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave 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 two adjacent pan tiles. Support eave 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 cm2) — 70 (451.6 cm2) square inch adhesive contact with tin underside of the pan tile. • • • • • • • •• • . • • •• • 3. Turn'covers upsi�rs'd2 s n exposing th'e underside• • of the tile. Apply .minimum 1'.(2554 mm) rr119+'• (254 mm) bead ofip.'ilLiseive dir$celyph the it i.. edge of each side.4f.tli over tile. J,,eave ' approximately 3/4 1-mm) to it {3!.4 mmj from the outside acin@ the tile, irrrvard, free of*. foam to allow forexpansion. • • 4. Turn cover tile over after foam: applied anti place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25(161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim 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 min) nailers or the tie wire system using galvanized, stainless steel, or copper wire and .compatible nails may used. END OF T IHI ii S ACCEPTANCE %(M)t1P11 i7ADL COIJN ;') :;,sr•*rt;/ell_[C!,,L.'ll ' % NQA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page dll of11 OW. L UUU Cs rcauU VILUvv coypu: 07Uo1 OW WU avyoacoowy r,'III in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. • RoofS}stem Manufacturer: GAF Product Approval (NOA): I 14-1030.01 NOA System Type: 1E Wind Uplift'P,re'ss'uresp'From!RASt128ror,.SealedlCalculitions: (P1;) Fievrd G 42.8 1 psf (P3)CornerWs: (P2)Perimeters:; psf Maximum Design Pressure From NOA: (P2) Perimeter (a) Size: Roof Slope: Parapet Walls: No 0 Yes ISO (P3) Corner Size: a' psf Roof Mean Height: psf (x) a' Parapet wall Height ft. ft. — 5/8" Plywood Deck— LWIC Manufacturer: Compressive Strength: psi Support Spacing: Existing Roof (For Recovers Only): Fire Barrier: ft. o/c Vapor Barrier: Anchor Sheet: Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Field: Number of Fasteners per Insulation Board: Perimeter: Corner. Base Sheet(s) Base Sheet Fastener / Bonding Material: 11/4 RS NAILS Ply Sheet(s): PLY IV (2) Ply Sheet Fastener / Bonding Material: ASPHALT TYPE IV Top Ply Sheet: MINERAL SURFACE CAPSHEET Top Ply Sheet Fastener / Bonding Material: ASTALT.TYPE I\ • • • • • • Optjp1p S urfacings •• • • � • ••.. .• • • • • . (P1)Field: • •••. . . • • •. Fastener Spacingfor.F.se Sheet Attachment:. (P2) Perimeter: (P3)Corner: •...• Lap Spacing 6 • in. o/c• ••• in. o/c in. o/c • 6 • • • •••. • • • Rot"" • RoN(s' • • • • Row(s) Wood Nailer Type and Size: . 6 4 • • ••. • .� in. o/c • In. o/c in. o/c Wood Nailer Fastener Type and Spacing: MVNa-tee t 3 J Z vr =SS — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal' Attachment: — SELECT PARAPET WALL COPING MATERIAL — -SELECT COPING METAL SIZ- E OR THICKNESS — — SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: Reset Form Print Form Parapet .•VallNailable•Deck trm °Oelivvrint; Excellence Every Day" Miami -Dade County Building Department Electronic Appiicattion High Velocity Hurricane Zone Roofing Permit Application Form illustrate Components Noted and [Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. r ,ham - �_ .r r' xo Nti �'ti.� aC�n es, ,4 - +tip ,,. Concr • e wall Elastomeric sealant tooled = to facilitate water run-off Optional: compressible Elastomeric sealant l' i etal coun tertlashing mech. - attached 8" ofc MY washer Seal top of base flashing mill - comptable material Termination bar mech. attached 6"° ofc Field plies turned up wall Base flashing min. 3°° above finished root' ,Top PGV .louterplies —Base Sheet , .-B 1ae ICuelip • • • • • •• • • Parapet waif fiV A: ! ft.•• • • • • • • • • .••• • • • • • ••• •• N � • • • • . •••• oof Mean Wight; • • •• •• Base IFlashie•. •. JRUBEROID.170 CR . •• • Surfacing: 12' • •• • • • • • • • • • • • • • •• ••••'s• • • • • • ••• • IP • • • • • • • • Top Ply: ;MINERAL SURFACE CAPSHEET inter Ply Sheet: IPLY IV Base Sheet: #75 BASE Roof Deck Type: 15/8 CDX PLYWOOD ���IC bYl9 c= _►�` Miami -Dade County RTHZ Electronic Roof Permit Form "Defivering Ekeifence Every Day" OODustrate Components Noted and Details as Applicable: Top Ply interplies Ease Sheet t �.n 3 Roof Deck =:•- Drip Metal • • • •••• • • • •• • • ••••a•. Roof Mean Heig e • 112 _ •••• Drip Metal: • • •• •• • • • •••• . • • • ,fig • •• • •• • • • •••• • • 3X3 GALV 26 GA • •• • • ._.. • • Surfacing: • • • • • . • ._. • • • •• • • • Top Ply: i MINERAL SURFACE CAPSHEET J[nterplies: PLYIV(2) Base Sheet: 475 BASE Deck Type: 5/8 CDX PLYWOOD hBA_ MI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OIE ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.nai amidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) • • • • reserve the right to have this product or material tested for quality assurance purposes. ;f this product o'r•• material fails to perform in the accepted manner, the manufacturer will incur the expen§g p'uch testino • and the AHJ may immediately revoke, modify, orsuspend the use of such product or mo,144l within thejr jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MianairDade County., Product Control Section that this product or material fails to meet the requirements of tiffs pplicable: • • • building code. . • • • " • • .. .. •••• This product is approved as described herein, and has been designed to comply with thele.rida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • R• • • • • DESCRIPTION: GA]F Conventional Built -Up Roof Systems for Wood Decks. • • • • • .• . •. . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. `(TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVE'"TISEMENT: 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. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY .APIEVED. NOA No.: 14-1030.01 Expiration Date: 111/04/18 Approval Date: 05/04/17 Page 1 of 31 • • • • • ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure:' -97.5 psf. Roofing BUR Fiberglass Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE ]1 Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 GAFGLAS® FlexPly' 6 GAFGLAS"' #75 Base Sheet Tri-Ply®#75 Base Sheet GAFGLAS® #80 Ultima'Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth Dimensions 39.37' "(1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D2178 ASTM D2178 ASTM D2:178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 Product Description Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat: Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. • • • • • . Smooth surfaced asphalticvly sleet reiriforcad with fiberglass mat. • •a •• • •. • • Smooth asphaltic base or base/fly sheet reinforced • with fiberglass mat. • • • • • • • Smooth asphaltic base or•iia'sW/ply sheetiibrced with fiberglass -mat. • • • • • • • ••• Smooth asphaltic base orabase/Qly sherrttiibrced • • • .with fiberglass mat. • • • • • • • • • ••• • Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced Mop applied SBS base or anchor sheet reinforced with a polyester that. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05%04/17 Page 2 631 • . ' TRADE NAMES OF PRODUCTS MANUFACTURED ED OR LABELED BY APPLICANT: Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOutTM Fire Barrier Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield° Solo'' 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSealTM .nrt#a,-:. 1 .._ — MIAMI-DADE COUNTY 'APPROVED 1, 5 gallons or 1 qt. tube TA,I:LE 1 Test Specification ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary ]Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. • • • • • • .• •••• Solvent -based thermoplassiciubber • . sealant designed to protectinfortstore Igo1.4.4of surfaces and to increase r8dff2f?ectivity. • Water -based elastomeric coati . • Water based, low VOC ptinef asphalt bleed -through. • . • . • . . . .. . •. . . . . . • • • • designed to.block • . . Low VOC, water based file arrier coatir4.. . . . ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D146, D828, D4869, D6757 TAS 139 Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED UNSIlLATIONS: Product Name " EnergyGuardTM Polyiso Insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuardTM Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuardm RH Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Roof Insulation EnergyGuardm' Perlite Recover Board Securocic® Gypsum -Fiber Roof Board Securocic® Glass -Mat Roof Board Structodelc® High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeckc® Roof Board ' MIAMI•DADE COUNTY 'APPROVED TABLE 2 Product DescriPtion Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam'insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (VYith Current NOA GAF GAF GAF GAF GAF • ::::; cAF • •••• •• • • • • • • • • • • • • •• • •• • • . • • •• •• • • • • • • • :GAF • • • • • • • • • • •• • •• • GAF' • United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 • • •• • • •, • • • • • • • • • APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Tecm' #12 Fastener 2. Drill-Tec"' ##14 Fastener 3. Drill -Tee' ASAP 3S 4. Drill-Tec' 3" Steel Plate 5. Drill -Tee 3" Standard Steel Plate 6. , Drill-Tecm' AccuTrac® Flat Plate 7. Drill-TecTu AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY :APPROVED. TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-TecTM #12 Fastener with Drill -Tee' 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-TecTM fasteners. Galvalume® coated steel stress plate for use with approved Drill -Term fasteners. A2-SS aluminized steel plate for use with Drill -Tee fasteners. Galvalume® steel plate with recess for use with Drill- TecTM fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecTM fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" max. GAF length, #3 Phillips head. #14x 16" max. length, #3 Phillips head. See components 3" Round . •. . . . •... ••.. . . .. .. 3" Round . . . . . • . • •.• . 3" square; .017" thick 3" square; .017" thick 3" Round` GAF GAF.. .. • • . . .• . • GAt .• . . . . • •. • .• • •• GAF • . •• . • • • ..•. GAF GAF GAF NOA No.: 14-]1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 • EVIDENCE Su i:;MITTED Test enc PRI Construction Materials Technologies, LLC IRTofS.Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC (CONTINUED) Test Identifier GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 , GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 02-005 02-014 C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R1 G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A} 1-R1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 11-053 Desciri tion ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114' TAS 114 TAS 117 ASTM D3909 ASTMD6164 .•••• ASTM D6164 ASTM D6163.•••••• ASTM D6401 ASTM D4897 : • 4470-TAS 114: • • • ASTM D6163 • • ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 TAS 114 • • • • •• • • Date` 10/01/14 10/15/14 .10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 04/16/15 0j/18/02 0342.2192 •1:1/30/p7 06/Q h 5 .Q3/3i/10 :1i4161'll 04,+25/ 11 Utt04/15 06704/15 *O 8/11 •Q1/Q6/14 '.QI/trl/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 NOA No.: a 4-1030.01 Expiration Date: 11/04/18 Approval Date: 05/0447 Page 7 of 31 • • • • • • . • •. • • EVIDENCE St :.MITTED 7Ces� �cy Factory Mutual Research Corp. UL LLC PRI Constriction Materials Technologies, LLC Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3047636 ODOA8.AM OD1A8.AM 0Y9Q5.AM 1B9A8.AM 2B8A4.AM 3B9Q1.AM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 GAF-012-02-02 GAF-020-02-01 GAF-082-02-01 GAF-084-02-01 GAF-122-02-01 GAF-270-02-02 GAF-276-02-01Rev GAF-276-02-02 GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-417-02-01 GAF-464-02-01 GAF-464-02-01 GAF-499-02-01 GAF-500-02-01 GAF-549-02-01 GAF-549-02-02 GAF-559-02-01 Deserition 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 • . • . . .. . . ••.. . • .... . • .. . . UL 790 : • ASTM D4977•.. • •: ASTM D4977 ASTM D6083 ASTM D6083 TAS 139 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM C1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 TAS 117(B) Date 05/22/03 05/11/07 11/24/08 04/09/09 08/14/09 11/18/11- 11/16/10 05/26/11 11/14/11 01/10/12 02/13/13 08/08/13 07/09/99 07/29/94 04/01/98 •QW/Q4r97 07/02/97 • 04U798 05030/97 119/2'1/07 • • 07/21/08 • •Ql�/a/15 04/04/17 . • • 11706/01 • • 1321Q1/02 • , • • •05/07/06 05/09/06 05/07/06 11/15/10 12/16/10 11/15/10 07/07/ 11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 02/06/14 03/12/14 03/12/14 08/08/14 08/08/14 09/30/14 •' • • . NOA No.: 14-1030.O1 E;spiration Date: 11/04/14 Approval Date: 05/0/17 Page 6 of 31 •'• Membrane Type: ][Deck Type 11: Deck Description: ;System Type IE(3): BUR Wood, Non Insulated Min. 15/32" thick or greater plywded or wood plank secured 6 in. o.c: at panel end and intefmediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically. attached to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: Ply Sheet: MIAMI•DADE COUNTY APPRQVED. TOPCOAT FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. GAFGLAS® #75 Base Sheet; Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below.. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced '8 in. o.c. in the min. 4 in. wide anchor sheet'side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf. See General Lirnitatiou #7).. • • • Miami -Dade County Approved min. 12 ga. annular 'ring shank i.ail sandmie 1,5/: in. diameter tin caps are spaced 6 in. o.c. in the min 4'in. wide anetQCSlleet side rats and 6 in. o.c. in the field of the sheet in two staggered rows. • • • • • . • (Maxinrurn Design Pressure: -52.5 psf See General Lirnitatien • •.. Drill -Tee' #14 Fasteners and Drill -Tee 3 in. Standard Stee1.13.1 .s,•Drill-kee'"• .•.'• • • • • AccuTrac® Flat Plates or Drill-TecT" 3 in Ribbed Galvalume Plate.(Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 mf o.c. nit the field of the sheet • • . • in two staggered rows. • • . (Maxirruun Design Pressure: —52.5 psf See General Limitations #7) • • • • • • • Drill-TecTM #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee" AccuTrac® Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in: o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf See General Limitation #7) Drill-TecT" #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-Tecm` AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and.8 in. o.c. in the field of the sheet in three staggered rows. (Maximum ./ esign Pressure: -97.5 psf See General Limitation #7) When optional cap sheet is present: Two or more plies'of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20=40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 o131 • • • Cap Sheet: Surfacing: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap'' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMI-DADE COUNTY • • • • • • • • •• • • • • • • • .• •• •• • • • • • • •• • • • • • • • • • • • •• • • •• •• • •• • • • • • • • •' • • • • • • • • • • • • • • •• • • • .• • • • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeck' Roof Board or'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the. EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using pot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows i one at each sidelap and one down the center of the sheet allowing a continuous area of ventitatio'n.:Encircljng of the • . strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow ere ventilatibu.'ASphalt • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot att:iC4systems shall be . limited to a maximum design pressure of -45 psf. ▪ •• • • •• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic For `I value 6f 27S lbf., as. •; • • • tested in compliance with Testing Application Standard TAS 105. If the fastener value,•gfield-tested'are belo' • • • 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attaclanent it based on 3 r• ninimw..:. fastener resistance value in conjunction with the maximum design value listed withir=a specific system. Should the • fastener resistance be less than that required, as determined by the Building Official, a revised fastenel-spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, of Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be aPplicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF TIRES ACtIEP 1TANC 4 MIAMI'DADE COUNTY AP260VtD NOA No.: 14-1030.01 Expiration‘D ate: 11/04/18 Approval Date: 05/04/17 Page 31 631 4 u GFI DoR21.3®6 Roofings Systems Pane Bottom L11®a:4011lgJ Systems See General Information_ for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R1306 "RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM 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® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classificaj✓Qr,.,When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However?the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard"•or fieI,Deck®'buaGuardTM Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof srstem„if n-Wsl;be placed • • below the overlayment board. 1/4-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECCROgF ® Glass -Mat Roof Board" • (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with anylfl•Qlassified insulation except . polystyrene. • • • • Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® PIy 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra!F5a ble Ply e" ruff be adhet+ct Poo Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DTM Roc/boater in hot rroo•ii.g • • asphalt. • • • • .. • • "GAFGLAS® FlexPIyTM 6 5L" and "GAFGLAS® FlexPIyTM 6" may be used interchangeably in any roof coveriry system listed below. "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardTM' in any applicable Classification. • .•. • • "GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing a,pia't over noncombustible decks and as a recover over existing roof systems. • • • "EnergyGuardTM Perlite Insulation" may be utilized as a cover board over EnergyGuardTM in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications. 'EnergyGuardTM Tapered" is an acceptable alternate to EnergyGuardTM in any applicable Classification. "EnergyGuardT" Ultra Tapered" is an acceptable alternate to EnergyGuardTM Ultra" in any applicable Classification. "EnergyGuardTM NH Tapered" is an acceptable alternate to EnergyGuardTM NH" in any applicable Classiflcation. "EnergyGuardTM NH Ultra Tapered" Is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable`Classification. "EnergyGuardT'" Barrier Tapered" Is an acceptable alternate to "EnergyGuard" Barrier". 'EnergyGuardTM NH Barrier Tapered" is an acceptable alternate to 'EnergyGuardTM NH Barrier". Minimum 1-in. thick "EnergyGuardT" Barrier" is an acceptable alternate to EnergyGuardTM Ultra" in any applicable Classification. Minimum 1-in. thick "EnergyGuardT" NH Barrier" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITC1 NOT ROOFING ASPHALT • • • • • • • Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R13068:ccnshorttitie=Roofing+Systems&objid=1074351... 1/49 arAr.t;;.e) my 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") as the nailed base ply in the following syste:;ns ho°tom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. UnIeSs otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 LlltimaTM Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United CoatingsTM FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. • • • • • •• • • • • • • • • • • "RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes in any applicable Classification. • 1. Deck: C-15/32 Class A • • • • • • • • • • •• • • • • • •• Incline: 3 • •• • • •• • • • •• ••• •••• •. • • • • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsuritin 1tnsDeck® Roofboard': or •: "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United•StatesGypsem Co. • "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX).. • • •' • • • Vapor Barrier: — one or more plies "GAF® SA Vapor Retarder" self -adhered • • • • Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisoeyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.• , Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DenSDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co: "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet"'or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK®Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS®EnergYCaPTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Neck: C-15/32 ?Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Mailable Venting Base Sheet", mechanically fastened. • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R13068:ccnshorttitie=Roofing+Systems8:objid=1074351... 2/23/2018 . TGFU.R1306 - Roofing Systems • ►:i . :yly Shee: -,One or more' plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. 1,Cap,Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCaptm Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): "United CoatingsTM TOPCOAT® EnergyCoteTm Roof Coating" or "TOPCOAT® MB Plus Coating" or "United CoatingsT" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. PIy Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible PIy 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 6. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardr" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1-in: minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or `'Tri-PIy® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-PIy® Ultra -Flexible PIy 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base SheeV4•Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet", mechanically fastenedpr fully adhered with Isot roofing asphalt., - • • • • • • • Membrane: — One or more plies "RUBEROID® Torch Smooth" or; "Tri-PIy® APP Smooth" or "RUBEROIDY Torch Graele o ; • • "RUBEROID® Torch 180" or "Tri-Ply® APP Granule", torch applied or "RUBEROID® Mop Smooth" or "ReifL•ij019® •3 Mopmeath 1.5",cx•••• "RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or'"Intec Flex PRF" or "Tri-PIy® SBS Gmendleafully adhered with hot. • roofing asphalt. • • • • • Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet•Qr•'�CfPlFGLASV Ever- C "'. • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. •• 7. Oeck C=15/32<:..•.. c;:. . • • Incline: • • • •• • • • •••.• • Ba'ri'•r Idoard (Optional): - One or more layers minimum 1/4=in. thick Georgia-Pacific Gypsum LLC:DersDeck® Roof• board" or •• "DensDeck® Prime Roofboard'or "DensDeck® DuraGuardTm Roofboard'or minimum 1/4-in. thick United Staes Gyn./trtCe. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or.. • •. • • • • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic! Bn, thickness. Base Sheet: — Two or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. PIy Sheet (Optional): — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri-PIy® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-PIy® Ultra -Flexible PIy 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID® Torch Smooth" or "Tri-PIy® APP Smooth" or "RUBEROID® Torch Granule" or "RUBEROID® Torch 180" or "Tri-PIy® APP Granule", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" or "RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or "Tri-PIy® SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapT"' Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard' ' Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® PIy 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. .. . • Coatingi — "United CoatingsTM FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft.2. 9. Deck: C-I5/32 incline: 1 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or :;+. ; "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). isisilation (Optional): One or more layers perlite or wood'fiber or glass fiber or polyisocyanurate or urethane or• • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. `-" Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The rogf deci( is usual concealed prior to removing the existing roof system). • • • ••• • • • • • ..• .. • • • • 4. posed Ceiling: Exposed, open beam ceilings are where the unclersideo f the hoof docking • can be viewed from below. The owner may wish to maintain the architectural appetitance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. Tf1it'. vides she•eptlon of • • mai taining the appearance. •• •• •••• • • . • • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flotts off sb that theroQf is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may blocRAiS.' discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/ Ags'Signature Property Address Revised on 7/9/2009 LD;07/01/2015; Date Con/ctor Signature Date Permit Number • • • • • •