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RF-18-3194
AWWO e"W e aw - rru _ Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address { i Iiis, k,W„) Kin- Issue Date:10/23/2018 Parcel Number 1 10618 NE 10TH CT, Miami Shores, FL 33138 1122320280970 Contacts Permit NO.: RF-10-18-3194 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 04/16/2019 1061810 Owner T&S ROOFING SYSTEMS INC. Contractor 1061810 LOUIS TOLEDO Home: 3057727954 1455 NW 23 ST, MIAMI, FL 33142 Business: 3052652654 Other:3057727954 Description: RE -ROOF TILE &FLAT Valuation: $ 23,000.00 Inspection Requests: TotalSq Feet: 2,500.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.60 Roofing Fee $250.00 Scanning Fee $9.00 Technology Fee $7.50 Tota 1: $342.40 Payments Date Paid Amt Paid Total Fees $342.40 Check # 35131 10/23/2018 $342.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS GFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re -ting cgAstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date October 23, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 I - D OCTEli)8 1 FBC 2011 &M, Master Permit No. �f I D - 319 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 7, Z3?_ -0%_ 9-cr!177 ry Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: I c FF�E: OWNER: Name (Fee Simple Titleholder): ! A Is 1 I� � /� Phone#: ✓`� V j Address: aQ U' 0 Ti C City: MiAmk Sl�l S State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: , I� Phone#: 3 Address. 6 I tJ�► S� �J City: 1�� 1 tate: _ -F� Zip: Qualifier N me: Phone#: State Certification or Registration #: 1.1 C ��}� )� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Z�W Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: -edf Le - Specify color of color thru tile:� Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ 1 Radon Fee $ 4 . S o DBPR $ Technology Fee $ ` ' S (� d Training/Education Fee $ 1 b o Structural Reviews $ _ (Revised02/24/2014) 9J -1b 6 CO/CC S 3 • `le Notary $ Double Fee $ Bond $ 500 at TOTAL FEE NOW DUE $ 2 -4 6 g42.40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 7 day of ++ �� 20 by jq /) & lk-li'' who is personally known to me or who has produced bnV&-_( (Acayg as Signature <_ CONTRACTOR The fore oing instrument was cknowledged before me this 1 day of QC�G 20, by I• who is personally known to me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTAR UB NOTARY PUBLIC: Sign: Sign: Print: Print: r0 br► Seal:;• RICHARD JOHN US JR Seal: , o� Commission k GG 203071 ,,����� .,, Ta nia Ambriz i,: '•; CommissionExpires04.03.2022 ti 1• ,. +. Bonded Through CP rwtary * COMMISSION S GG227364 'i,oi;i�.: Florida•NotaryPublic ���y/pp DD ��++,'•„A ++ q q Bonded lhru Aaron Notary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954-245-8976 Fax: 954-301-7776 5230 NE 18T" Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2"d Avenue, Miami Shores, FL 33138. Client: T&S Roofing Test Date: 02/05/2019 Property Address: # RF-10-18-3194 10618 NE 10T" Court, Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Entegra Roll Roof Tile 15.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (Tl-T6) 6.00 sq. 6 As per FBC 2017 Passed Field Area: (T7-T15) 9.00 sq. 9 As per FBC 2017 Passed No. of Corner (T16-T23) 8 8 As per FBC 2017 Passed Ridge Areas: (T24-T28) 46 5 As per FBC 2017 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, A 2 gineering Inc. (NOA 09-1005.01) 0 o Acevedo, PE FIB . Reg. No: 36466 040s)2F„l 7 -Eeer He - Eta= 523G i Aw �.'dp 33334 Fax. 301 1-7776 S,K11. A/B=� COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Master Permit No: Process No: Contractor's Name: AND S ROOFING Job Address: 110618 NE 10 CT Roof Category ❑✓ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ✓❑ Mortar/Adhesive Set Tile 00 Wood Shinsl'As Shakes ' • ...... . •• •....• ...... .... . ..... ...... .. . ..... .. .. .. . ...... El Maintenpp�g • • 0 • .. Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what typj? 0 Natial• •© LPGY Roof System Information Low slope roof area (ft.2) 1000 Steep Sloped area (ft.2) 1500 Total (ft.2) 2500 Section B (Roof Plan) 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'): O 1g kew M arni Sores V!aqa APPROVED BY DATE 7^,"!ING DAP fN F�LI_ FECF.RAL �- 10 C(-''PL' ONCE V' 1 -- 2,7 •••••• •••• •••••• • •••• • ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• Itor14 ♦SN0A �SAM � M 'OLORIDp 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 fallowing items should be addressed as part of the agreement between the owner ant the contractor: TW owner's initial in the designated space indicates that the item has been explained. ...... .... ...... 2• _Renailing wood decks: When replacing roofing, the existing woodieof deck•may have to be renailed in accordance with the current provisions of Section R4403. (The era@4 ck is u9ually * • • • • • concealed prior to removing the existing roof system). ...... •. • ..:.. .. ..000000 .. . ...... 4• Exposed Ceiling: Exposed, open beam ceilings are where the &erside of theore@t decking can viewed from below. The owner may wish to maintain the architectural '@QQ0 rFnce; tAi rp fgre, : • • • • roofing nail penetration of the underside of the decking may not be acceptable. This providet jt a option of maintaining the appearance. 6. ' Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov oaded from a buildup of water. Perimeter/edge wall or other roof extension may block this 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. 0 gent's Signature Date C actor Signature Date IN 5 � d� Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number To Re: 'lV Miami Shores ills e 9 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. • • • • • • • Miami Shores Village Building Department ...... 00 "e" Dat: .... 6 ...... 10050 NE 2nd Ave �1.Q • • Miami Shores, FI 3313$ .... . ..... ...... ... ..:..' Owner's Name: 4 Gf�ifl SLR .. .. ... ...... • -V Properly Address: .....! • • • • • • .� Roofing Permit Number: • Dear Building Official: a C \ `t 1\ certify that I am not required to retrofit the roof to wall connections of my buildiinna because: m�The just valuation for the structure for of ad valorem purpose m taxation Is less than $300,000.00. Please attach proof of ad valorem taxation. c The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the a Building Code (1994 SFBC) Sig ature Print Name RICHARD JOHa GG 20330711JR +; +i commission Exp1fes 040.2022 State of Florida :�.;;.. ..fir► Bonded Through • cymanotary County of Dade a" Florida - Note"Public The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large t& rI • When the Just valuation of the structure for purpose o3'aAalorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21 /2009 10/1�/201& Property Search Application - Miami -Dade County OFFICE OF THE mp"ROPERTY APPRAIN""ER tfzr� Summary Report Property Information Folio: 11-2232-028-0970 Property Address: 10618 NE 10 CT Miami Shores, FL 33138-2102 Owner MARLIN SPILKIN Mailing Address 17431 SW 61 CT WESTON, FL 33331 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,010 Sq.Ft Living Area 1,667 Sq.Ft Adjusted Area 1,832 Sq.Ft Lot Size 12,000 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $294, 9 $294,269 $219,010 Building Value $127,507 $127,507 $127,507 XF Value 99J $18,140 $18,283 Market Value $439,775 $439,916 $364,800 Assessed Value $268,957 $263,426 $258,008 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $170,818 $176,490 $106,792 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 MIAMI SHORES ESTATES PB 47-58 LOT 7 BILK 6 LOT SIZE 80.000 X 150 OR 15701-1195 1092 1 COC 26164-3520 01 2008 1 Generated On : 10/10/2018 Taxable Value Information ' ' 2018 2Q?7 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $218,957 $213,426 $208,008 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $243,957 $238,426 $233,008 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $218,957 $213,426 $208,008 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $218,957 $213,426 $208,008 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/01/2008 $375,000 26164-3520 Sales which are qualified 10/01/1992 $100,000 15701-1195 Sales which are qualified 11/01/1980 $115,000 10930-0733 Sales which are qualified 04/01/1978 1 $63,500 10022-0701 1 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: Ti Roof Ssstt r I - MIAMI-DOE Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System °Delivering Excellence Every Day" Roof System Manufacturer: ENTEGRA ROOF TILE Notice of Acceptance Number (NOA): I15-0721.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: ,3g.1 P 2: 68.1 P 3: Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf ;,,,;, Fill in the specific roof assembly components. If a component is not required, insert not app/icak.eJOin theme:: tbox. • r • . • Deck Type: 5/8" Plyvdood•+ :.•..: Roof Slope: "M 2" Roof Mean Height: '15 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-3 Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: --3" face 26 ga.-- Drip Edge Material Type: --Galvinized Metal -- Optional Insulation: • Optional Nailable Substate.•. • ;.••r: Optional Nailable Substrate Attachment: Basesheet Type: #30 ASTM TYPE II Fastener Type for Basesheet Attachment: 1 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELFADHERED Drip Edge Fastener Type: 11 1 /4 RS NAILS Tile Profile: PLANTATION Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Sdction E e s MIAMI-RE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 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: 1139.1 x X.289 = 11.29 - Mg: 7.79 = Mr1: 3.50 < 31.3 NOA Mf P 2: ,68.1 x X M 7.79 _ Mr2: 11.89 < 31.3 _ -_-- NOA•Mf • •••••• P 3: 100.7 x X.289 = 29.10 _ Mg: 7.79 = Mr3: 21.31 < '31.3 1 M•9 0 •••••• ••••i• 000009 •••• • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" •����• For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greeter+hen or equako Nie Fr va*k"* * oL each area of the roof, then the tile attachment method is acceptable. • •. • • • • .' • • • • ••••% P1:x1: = xw:=®-W:�=� xCos 0:®=Fr1: I•_� _• < -••• MQAF' �••••� P2: x1:O= xw: = -W: = xCos 0:E]=Fr2: <_ NOAF' P3: x1:O=�xw: = -W:�= xCos 0:El=Fr3: <®NOAF' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =ength w l width Product Approval (NOA) IWAMI-DADS COUNTY M�IAMI, .:.... PRODUCT CONTROL SECTION k9:1' M 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eav/economy Entegra Roof Tile, LLC 1289 NE 91" Ave Okeechobee, FL 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructiol :4als. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-12roduhConti'bl Section to lot": used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction* .(AHJ)9 ..t...... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade ConMrFioduct Control Sectipp�..; (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) rP.s'hl`de the ri&%.tA Piave this • product or material tested for quality assurance purposes. if this product or material fails t'o perform'n the accepfeiiTo". manner, the manufacturer will incur the expense of such testing and the AHJ may immeVal'Ay revoke,•modify, or :' suspend the use of such product or material within their jurisdiction. RER reserves the rigljt�tp gvoke this�acceptance, if it is determined by Miami -Dade County Product Control Section that this product Or Oaterial fails tq meet requirements of the applicable building code. 0• . ...... This product is approved as described herein, and has been designed to comply with tRe irlorida.Bbil%ng Cdtie including the High Velocity Hurricane Zone of the Florida Building Code. * 0 DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #14-1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 1 of 7 r � � t . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant Plantation Tile Length: 16%2" Width: 13" Trim Pieces L = varies W'= varies Varying thickness 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 SUBMITTED EVIDENCE: Test Specifications TAS 112 TAS 112 Test Agency Test Identifier American Test Lab of South RT0624.05-14 Florida Redland Technologies 7161-03 Appendix III The Center for Applied 94-060B Engineering, Inc. 94-084 Redland Technologies 7161-03 Appendix II Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P0631-01 Redland Technologies P0402 The Center for Applied Project No. 307025 Engineering, Inc. Test 4MDC-76 Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Product Description Flat concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applicationl. • • • • • • Accessory fr&1;e&crete rbblDieces ft? use at hips, raXA' Tidges: nd galley :.... terminations.. Nirtufactled%reach the 000* profile. • • ...... .. . ..... . . . . ...... • • • • • Test Name/Rep ort • • Date TAS 112 07/03/14 Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) May 1994 (Mortar Set) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Aerodynamic Multiplier March 1999 April 1999 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 NOA N o.: 15-0721.04 h9AMI•DADE COUNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Walker Engineering, Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 V0 /13/11 ...... Testing Inc. • • 000000 • 3. LIMITATIONS • • • • • • 3.1 Fire classification is not part of this acceptance. "" • • • • • 3.2 For mortar or adhesive set the applications, a static field uplift test shall be •r e• V ed in ate � Lice wi • • •. • pP � p p�C� � �C4� Sh.... TAS 106_ • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perforli ylz -Jerly test • • : • in accordance with TAS 112, appendix `A'. Such testing shall be submitted;o tbtxiamt-Dade Product • • •; Controlo ice for review. .. . •• • • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-[ (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - )L (ft3) • • Tile % (ft3).... Profile Batten Application Direot•DeekAppl[ceiion •• Plantation Tile 0.267 .289 • • Table 3: Restoring Moments due to Gravity - M (ft-Ib9)..... .. . ..: Tile .. UYedterthaV Profile 2": 12" 3"• 12" 4": 12" 5"• 12" C"V,: 7"• 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct lWtdz Dir8dt' Deck Deck Deck Deck I)Ack ' DeLk. Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44" ?32 . T26. 7.04 Tile " . MfAMI•DADE COUNTY NOA No.:15-0721.04 Expiration Date:12/08/20 Approval Date: 11/05/15 Page 4 of 7 . Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) For Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 16132" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 . 7.4 Screw Shank Nails :..... .. 1 #8 Screw 30.8 30.8 •• 46ty 2 #8 Screw 51.7 51.7 • • • • VW.4 • • 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 "" 24!2 ;. 1-10d Smooth or Screw Shank Nail Eave Cli 19.0 19.0 �••� •22 • • • 2-10d Smooth or Screw Shank Nails Field Clip)•••�•� 35.5 35.5 .3 . 2-10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Clip) 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4" the headlap and fasteners are located a minimum of 2%° from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company UeBond Average weights per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160. Average wel ht per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile 3M'° 2-Component Foam Roof Tile Adhesive AH-160 118.94 3M- 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 5 Medium addy placement of 24 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160. NOA No.: 15-0721.04 CAQE COUNTY Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment-_Mf(ft-lbf) for Mortar Set Systems The Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". ...... • ...... .... .... ...... .... . ..... .. .. .. . ...... OR • . . ENTE[RRA PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 15-072I.04 MIAMI•DADE COUNTY .. Expiration Date:1210=0 Approval Date: 11/05/15 Page 6 of 7 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE MIAM4DADE COUNTY NOA No.: 15-0721.04 w • •, , Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44"Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.niiaiiiidade.gov/econoniv SCOPE: • • ..•..' This NOA is being issued under the applicable rules and regulations governing the use of 0000*0 construction M tB;ials. The - documentation submitted has been reviewed and accepted by Miami -Dade County RER-P1044010j oControT V'ection to 13C • • • used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictip"(AHJ).,. 0 0 0 0 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Vroduct Control Sectiee • • • In Miami Dade County) and/or the AHJ m areas other than Miami Dade County) reserve • 0e j t to ha've.tUs rod'11'�t• • ( ty) ( h') ih .. p or material tested for quality assurance purposes. If this product or material fails to perfornlinthg accepted manner' '111V manufacturer will incur the expense of such testing and the AHJ may immediately revokes mEdify, or suspgnd the us e o o of such product or material within their jurisdiction. RER reserves the right to reveke �s accll faht;2, if ii is � 000 determined by Miami -Dade County Product Control Section that this product or material fatly tonneet the• rocluiremOdflto •; of the applicable building code. 0600 This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY 111JUXITIT11 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliapce with Rocafiiag % Application Standard RAS 127. For use with approved flat, low, and high profile roof tile s LCY 11 using ICP• Adhesives Polyset® AH-160. , , , , , , • • • • • • • PRODUCTS MANUFACTURED BY APPLICANT: • • • • ""' • .... . ..... Product Dimensions Test ProductJ1wriptiou• • ..... SUeciflcations •.'..' ,., ICP Adhesives N/A TAS 101 Two component pgf 0 0 Kane foafn adhesive •, Polyset®AH-160 ...... • • • • • • ICP Adhesives Foam N/A Dispensing Equipmenr a •. ' •' Dispenser RTF1000 • • • ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Proper Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ 40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 1.2/12/95 Miles Laboratories NB-589-631 ASTM D 1623 • • • • 02/1y194 •, • Polymers Division • • • • • '....' • ...... . Ramtech Laboratories, Inc. 9637-92 ASTM E 108 "'. 04"(r23 • •": .... Southwest Research Institute 01-6743-011 ASTM E 108 :1714194 """• 01-6739-062b[l] ASTM E 84 ..'..' ...... 0171&95 w..... Trinity Engineering 7050.02.96-1 TAS 114 iM?i196 P36700.04.12 ASTMD 1623 �.� •" • OAV19/12 "'•; P39740.02.12 TAS 101 02N14%12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. 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. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. • • • • 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance 4441ofing Alication •"�:' Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and W"Pnanceel�gg filet. • • • • • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and license(f1l 1C"P Adhesives and ; • • • • Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicaArs to the auQxu4.11aving • jurisdiction. .ov • • • • • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is tluiftd beforcapplication..... of any adhesive. The mix ratio between the "A" component and the "B" component 4111 M2 maintained between . • 1.0-1.15 (A): 1.0 (B). • • • .... 6. ICP Adhesives Polyset AH-160 shall be applied with ICP Adhesives Foam Dispenser.RTFI000 orXI: ; • • • • Adhesives ProPack® 30 & 100 dispensing equipment only. 0 00000 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset' AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 MIAMI.Od4D; COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches :.IQ:. Low Profile #2 12-14 sq. inches High Profile #2 . 17-19 sq. inches .. ••• '3b' • • • ; • � Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches a? .0a2 gra;n.sperpaddP•.• head of tile 9-11 sq. inches at " .... overlap .. ... . • • • ... .. •• • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal' :'; 17 gram�per bead edge) 20-25 sq. inches eact • ...... .... bead • .. . .. . .... Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grahMs tinder pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Hail through Plastic rwmrnt PalaeiylFaneath7d:a j after Fqultadl. ` 4 Si-zsdMl'�yimenE ��j�• ei���"E.�~ �'e 1.. 'i.��:.• ^- 1. .i "''.,-•yam.,-}<�: '`�-; '�4 -- Q-3`ltaTyf Witonal a .• t-•* y.: -•.` Ea"Courst. Ewe Clasut..�_. �� `'•"'Y.` +;-•: • r Nail through plastic cement When required) Battens optional ^h ILI k � F '�:c• -- --,�.� y '--.4 -;xis=.. t.:s�r�• :.- � = Brsm[oarsc -x l Fascia 140 th3,a49h1 pl.►tic i�w5remregii9rtsl} !� �.. = P,ddrlRen.ehTilrl t 1}in.X4¢ in.trida •'4°a:'"�`;t•r _ -• •'`., optional r"'•a.Y t i""` `-.�''•� ., : i/''s<�`o .�• rr^' .�'l<�' ,. ;� y.lti ¢7� lam• r' ., _ Caw, cout it i�� J ems• Yteevie r 1,° loin gin. Y 'r`� LasvedosvM $$ �- trip edge Flat/Low Profile 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 strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Osire approximately 190 • • • (109.7 cm2) — 23 (148.4 cmi ,Isquare r%Fadhesive • • contact with the undersidvi f the tile. • • ...... ..... ...... ...... Medium Profile / Double.Pan.Tile • • • • .. • • • • • • 1. Starting at the eave course, apply a %irtlgmm 2"• (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 l4'ailrhnnit�Is.FI,a3,iciRm61t1 ,�`ddyiBt�±le7hTxl.j �±�t�rstrcavE►a�SR __ r •� 2111 Bark.140poo at FAmcaursa. Nail through plastic cement ti`�hen eequirEdl Battensoptionat . 1 Ji- • y ,� --•.�� fr�,r ���..�'`'o- y. �._ Eavr Ctv�tae FAw Courp•' FAIda Flat/Low Profile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (149.7 cm'-) — 23 (148.4 cm2) square inch adhesive coAfalht With the ...... underside of the tile. • • • • •... • • •••••• • • •••• • 2. At the second course, applyamimmum 2" t50.8" • • • x 7" (177.8 mm) x 1" (25.4 jVV�efoam faddlpnto the underlayment positioned ac slw"n under the • • • • • strengthening rib closest to tA@ Overlock of tie tile ..... being set. •••••• •••••• ... 3. Continue in same manner:Insde appre.xt.mafely 10;...... •• • (64.5 cm2) - 12 (77.4 cm2) square incba q� ive :' • • •; contact with the underside of the tile. • • • Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm'-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 Nall through praidt to Wien required) Und�daynent �', ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 overlock of the tile being set. Insure approximately 17 (189.674m2) — 23 (148.4 cm2) square inch at)}resi;✓e contal;,)Vith the ••':' underside of the tile. Go*:** `.... ' • ...... .... • 2. At the second course, apply amiaimutrC2, mr J50.8r;* •; x 7" (177.8 mm) x 1" (25.4& foam 1Saddy onto tk©... • underlayment positioned ass .wn under Wyan • • • • . •• ..•... portion of the the closest totivrAverlock of the the being set. • 3. Continue in same manner. Idsurt approximately 176'• • •.: (109.7 cm') - 19 (122.6 cm2) square inesivec• contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 tail {wh! 4x4in. J c 0 Single paddy ogtapoftile on urwercaymem r 2 x 4 in. a ADHESIVE PLACEMENT DETAIL # 3 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib 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 approximately4" (101.6.mm2up frotj).4w.%ave edge free of foam to preVpjit tlje expanded adhesive • • . from blocking the weep Wpa.. Insure • approximately 17-23 in; E 0%7-148.4 crp) of .... adhesive contact with t) etmderside of the tile •....; 2. Apply a 4" (101.6 mmIx 4t'' 101.6 ntM)x 1" (2S.J ... mm) foam paddy onto jhe an• erlayment just below .' Flat/Low Profile Tile the second course line,posigoned R;*x fWdy • • ••:. HiUthrough plastic cement iwhen required) Single paddy op on top of toe e= 4 in. epaddyon rbymmt� o loin. x4in. paddy under tole '— Eave ©osure Fascia Medium ProfileTlle under the strengtheningai8 for flat tile., or under%V. .; pan portion of the tile, closest to th4rlock for • the second course tile to be installed. Insure approximately 8-9 in- (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall through plasticcegienl- Single paddy under tile 1*hen tequirec0 Paddyibetween tiles) Battens + optional 1� ;"` Paddy lundertilei r single ddq pa on and erlaymen 4x4in. Single2 X 4 in.r paddy on top oftile-- Eave Course _ • °�+ `Fascia Arl Weephole to in. 2 in. Em closure ` Drip edge High Profile Tile CMIAMMADEOUNTY II-MY10714 3. Also apply a 2" (50.8 mm) x 4" (101.6. nun) x 3/4" (19 mm) paddy on top of the eave 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 (5 8.1 cm2) - 11 (71 om2�•sq tiare in ch adhesive • • contact with the unde;44} p f the tilq gj the ovelaap • ; • and 7 (45.2 cm') - 9 (5$ J:w. ) square. nch adhesive contact with tkc&wderside of tke tile a$• • • • the head of the tile. Co6isn2te in same manner. • • • • • • • • • •••••• • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL t) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan the (when required) 2) Turn covers upside down. Place adhesive in to t in.from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.1n.contact area. ,-.o `p ,ali`s Eave closure -' (motar shown) Fascia Board'`) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of 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 ti m- 64rpport q"; • • tiles from rocking uhW adhesive lea chance to cure. •••.•• ....:. 2. Continue in same mailer pringijg "vp pan • • courses up toward th2 2.1tte. Insite ""' approximately 65 (411n4OCIn2) — 7b14S1.6 cmIj' • • . . ... square inch adhesive.. coniact with . tie underside.. . • •••••• • • of the pan tile. . . • . . ...... 3. Turn covers upside down Iixposing the under=0 0 of the tile. Apply a minimum 1" t2-s 4•mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm') 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 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAMI•DADE �; .�, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 : •..:. Irvine, CA 92618 ...... • ...... .... ...... SCOPE: ...... This NOA is being issued under the applicable rules and regulations governing the use of cor3Apwtion materials. The-* • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prlo&uCt Control Section to b2; • •. used in Miami Dade County and other areas where allowed by the Authority Having JurisdiLl~iblt'(AHJ).. .. .. .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count; P1444ct Control Section '. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri$lit to ha r4im • • 0 0 0 • product or material tested for quality assurance purposes. If this product or material fails to pgiftr4i in the.aecepted ; • • • •; manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rli4dify,'or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product Dimensions BORAL TileSeal 36" x 36' rolls 36" x 72' rolls Boral Citadel Plus 36" x 72' rolls MANUFACTURIGN LOCATION: 1. Brentwood, NH. 2. Houston, TX. EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC. Trinity ERD Test Product • Specification DeScriotion • • • • • • • TAS 103 SBS self-adherin g phaas • • • et mat • • • • ew lt sl l With a.... ASTM D1970 white glass re-enforcedp&yester surfacing fabric; • •; for use as an underlaynxmtin sloped roof • assemblies. • • • • • • • • • ASTM D1970 ...... .. . ..... SBS self -adhering asphalt%beet mate6at with a• • • • • • poly film -facer; for use a§a irid-ply uriderlayment '. 000*00 in sloped roof assemblies. • • • • • • Test Identifier OCF-356-02-04 OCF-356-02-02 OCF-356-02-01 OCF-424-02-04 OCF-424-02-01 OCF-424-02-03 BRLRF-SC 16810.11.17 Test Name/Report Date ASTM D1623 07/25/18 TAS 103 07/24/18 ASTM D1970 07/26/18 ASTM D1623 07/25/18 ASTM D1970 07/25/18 TAS 103 07/25/18 ASTM D 1876 11/28/17 Mui•naoe couNrr NOA No.: 18-0502.03 . Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.:•ati0w laps and two staggered rows 12" o.c. the field of the roll. ...... .... ....% Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per curre]atarpval. • (Optional): • • • • • • ...... .... . ..... Membrane: One or more plies of BORAL TileSeal Underlayment with a minirrit4'3'':head Wed • • • • • minimum 6" end lap. Place the first course of membrane parallel to'the'eave, rollMg the membrane to obtain maximum contact. Remove the release membr*arie*as:the membrane is • 0000* applied. Vertical strapping of the roof with BORAL TileSeal Undglayrpent is gemI table. 411 • end laps and laps without black selvage area shall be sealed under ltpatsilg an SUS modified" mastic. ' ..' Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof Tile, Metal Roofmg, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, b4t.4Vkjbe applied over a roofing Base/Anchor sheet underlayment. ""; • 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longerthan.l.80 dais vf.' ...... application. ...... 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 whet$ III& are l&kZdirectlj • to the BORAL TileSeal underlayment; loading boards or battens are required on roof pi.tches greater than 6:12". 0 •:". .... .. . ..... 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval otthis pro&wT with...... specific prepared roofing products. . 00 8. Tiles shall be stored on battens on roof pitches greater than 6:12". % •... 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice oil e:4tance listing ; • • •; BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If'BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below CMIAMM-DADEOUNTY �Fiu;usynsl END OF THIS ACCEPTANCE MIAMI•DADE NTY NOA No.: 18-0502.03 COU Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope BUR Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof System Manufacturer: GAF Product Approval (NOA): 14-1030.01 NOA System Type: E1 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (131) Field: 42.8 psf I (P2) Perimeters: 71.7 psf (P3) Corners: 108 psf Maximum Design Pressure From NOA: -52.5 psf (132) Perimeter (a') Size: ft. (P3) Corner Size: a' F7(x) a' Roof Slope: 25 Roof Mean Height: 12 ft. Parapet Walls: [a No Yes Parapet wall Height:11-71 ft. - 5/8" Plywood Deck- LWIC Manufacturer: Compressive psi Support Spacing: ft. o/c Strength: Existing Roof (For Recovers Only): ire arrier: Vapor Barrier: Anchor Sheet: Anchor Sheet Fastener / Bonding Material: Insulation Base Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Number of Fasteners per Insulation Board: Field: Perimeter: Corner: Base Sheet(s) #75 BASE SHEET Base Sheet Fastener / Bonding Material: 1 1/4 RS NAILS Ply Sheet(s): (2) PLY IV 777 Ply Sheet Fas ner / Bonding:lbl5fbTidl: ...,., • • • • ASPH...ALT... TYPE IV• • ..... . .... Tgp,Ply Sheet: 0 0 MINERAL SU"ItE61;9IMET •. .. • • • ••.•• • • • • • Top Ply Sheet astener /Bonding Material: • • ASPII'ALT TITPE IV :...:. . ...•.. Option Su acing: Fastener Spacing for Base Sheet Attachment: Lap Spacing (P1)Field: IEin. o/c EIRow Tin. o/c (P2) Perimeter: in. o/c Row(s) [E in. o/c (P3)Corner: ] in. o/c F4 ]Row(s) F -6 ]in. o/c Wood Nailer Type and Size: Wood Nailer Fastener Type and Spacing: - Galvanized Edge Metal - -- 3" Face 26 Gauge - - SELECT EDGE METAL HOOK STRIP SIZE - Edge Metal Attachment: 1 1/4 RS NAILS - SELECT PARAPET WALL COPING MATERIAL -- - SELECT COPING METAL SIZE OR THICKNESS - -- SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: Reset Form Print Form Edge Nailable Deck MIAMMADE "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable:. •�•.�� ...... .... ...... .... % ...... ... ..... .. .. .. . ...... Top Ply ...... ...... . Interplies '..' • .. •. • : .. . Base Sheet�� G Roof Mean Height: 2 ft. '��, ti l Drip Metal: y F3X3 GALV 26 GA Surfacing: - - Drip Fetal Top Ply: MINERAL SURFACE CAPSHEET _ Interplies: - [(2) PLY IV �- Base Sheet: Roof Deck k _ 75 BASE S SHEET , Deck Type: 15/8,,C,DX,,PLYWOO,D "COUN:)] DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF 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.miamidade.sov/economy SCOPE: '••' : •""• This NOA is being issued under the applicable rules and regulations governing the use pJ44Vtructio`n . • materials. The documentation submitted has been reviewed and accepted by Miami-Dade.QQunty nR - . Product Control Section to be used in Miami Dade County and other areas where allowed b} the AultorV Having Jurisdiction (AHJ). • • • • • • 000,160 This NOA shall not be valid after the expiration date stated below. The Miami -Dade CQaalVlroduct • 00 Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami D.1de County) ;...;. reserve the right to have this product or material tested for quality assurance purposes. tf this Product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such test' � • and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. •.... • • • •, TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICA7: • TABLE I ...... .... ...... Test Product ... ; "' • ; Product Dimensions Specification Description. • • • •.. GAFGLAS®Ply 4 39.37" (1 meter) ASTM D2178 ...... .. . Smooth surfaced asphaltic 'sU t reinfgr1" ..... Wide with fiberglass mat. • • • • • • Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 . . . . Smooth surfaced asphaltic ply sheet reinflYM& ...... , Wide with fiberglass mat. • • •. . . GAFGLAS® 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced F1exPlyT°' 6 Wide with fiberglass mat. GAFGLAS8 #75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. Tri-Ply®475 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLASO #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent®Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or anchor Smooth 1.5 wide sheet reinforced with a polyester mat. Ruberoid® Mop 39.37" (1 meter) ASTM D6164 Smooth surfaced mop applied SBS base or Plus Smooth wide anchor sheet reinforced with a polyester mat. Ruberoid® HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 MIAM MDEcouNTY Expiration Date: 11/04/18 • Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid' HW 39.37" (1 meter) ASTM D6164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLASO 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltid cap tbeet reinforced Mineral Surfaced Wide with fiberglass mat. • . "". Cap Sheet ...... • .... Tri-Ply® BUR 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic O o*I keet reluf�ed Granule Cap Sheet Wide with fiberglass mat. GAFGLASO 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic tap%lieet reififoited EnergyCap' Wide with fiberglass mat. Ca ;hecti; factory coated Mineral Surfaced with TOPCOAT® Energy�ote ; Elast Tnerie • Cap Sheet Coating. Topcoat® Surface 5 or 55 gallons ASTM D6083 Solvent -based thermoplastic rubber 0. • Seal SB sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Topcoat® 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coating Membrane Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. Topcoat® FireOut' 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. Fire Barrier Coating VersaShield'Fire- 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment Resistant Roof and/or fire barrier Deck Protection VersaShield' Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat® 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. F1exSeal' 1 qt. tube NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuardT'' Polyiso Insulation EnergyGuardT' Tapered Polyiso Insulation EnergyGuardT' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuard'' RH Polyiso Insulation EnergyGuard'' RH Tapered Polyiso Insulation EnergyGuardT" RN Polyiso Insulation EnergyGuardT" Perlite Roof Insulation TABLE 2 Manufacturer Product Description (With Current NOA) Polyisocyanurate foam insulation GAF Polyisocyanurate foam insulation • • :GAF .... • ...... .... ...... Glass -faced polyisocyanurate foam insulation . • • . GAF . : ""; • •.•••• .... . ..... ........ .. . ..... Polyisocyanurate foam insulation .. GAF .. ...... ...... 00 Polyisocyanurate foam insulation with high 'GAF • • • • • • • density fiberboard or permalite 000 0 000000 Polyisocyanurate foam insulation GAF 0 • • • • 0 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board EnergyGuardT" Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek' High Density Fiber High density fiberboard Board Roof Insulation DensDeck' Prime Roof Board Gypsum board DensDeck' Roof Board Gypsum board ... APPROVED GAF GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: TABLE 3 Fastener Product Product Number Name Description 1. Drill-TecT' #12 Fastener 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. 2. Drill-TecTM #14 Fastener Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. 3. Drill-Tec' ASAP 3S Drill-TecTM #12 Fastener with Drill-TecTM 3" Standard Steel Plate. 4. Drill-Tec' 3" Steel Plate Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-TecTM fasteners. 5. Drill-TecTM 3" Standard Steel Galvalume' coated steel Plate stress plate for use with approved Drill-TecTM fasteners. 6. Drill -Tee' AccuTrac®Flat A2-SS aluminized steel plate Plate for use with Drill-TecTM fasteners. 7. Drill-Tec' AccuTrac® Galvalumes steel plate with Recessed Plate recess for use with Drill - Tee" fasteners. 8. Drill-Tec 3 in. Ribbed Round Galvalume® plated Galvalume Plate (Flat) 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. • ...... .... ...... . .... . ...... .. . #14 x 16" 00 00 GAF.'.' max. length, : • •: •: . #3 Phillips . 0 : 0 0 *: head. ' ' .. . .. . See GAR'.' components 3" Round GAF 3" Round GAF 3" square; GAF .017" thick 3" square; GAF 017" thick 3" Round GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 ; . .04yQ9/09 3036980 4470 .'. 08/14/09 • • • •; • 3038278 4470 �• ." 1N8/11 '. 3040738 4470 ...... ... ;•• ... ...... .11/16/10 3041769 4470 .... • • OV26/11 ; • • • •; 3042887 4470 • ..•. . : "PP/14/11 ..... 3042905 4470 ••;••; ••:••• 3046081 4470 " ' • ••<IW10/12 •'02%13/13 • • • • • • 3047636 4470 :�•:': M/08/13 '. ODOA8.AM 4470 • 4.49/99 • • • OD1A8.AM 4470 '.,• ; OY9Q5.AM 4470 ••OV29/94;••••� ' ..U4✓01 /98 1B9A8.AM 4470 09/04/97 2B8A4.AM 4470 07/02/97 3139QLAM 4470 01/08/98 3D4Q2.AM 4470 05/30/97 797-03221-267 4470 09/27/07 797-03825-267 4470 07/21/08 797-10228-267 4470 01/23/15 UL LLC R1306 UL 790 04/04/17 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(13) 09/30/14 ... . APPROVED J NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 t 0 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Materials GAF-559-02-04 ASTM D 1876 10/01/14 Technologies, LLC GAF-559-02-05 ASTM D 1876 10/15/14 GAF-559-02-06 TAS 114(H) 10/02/14 GAF-559-02-07 ASTM D 903 1CW02114 GAF-559-02-08 ASTM D 903 ; • • • 10/02/14 • • • • ; • GAF-559-02-09 ASTM D 903 .' *lUYQ2/14 • • GAF-559-02-11 TAS 114 * IV/14/14 GAF-559-02-12 TAS 114 �,,,,• 10J14/14 �••••� GAF-559-02-13 TAS 114 '....' :' 01715/14 � � � • • GAF-559-02-14 TAS 114 • • • • • • ..10W15114 ..:..' GAF-559-02-15 TAS 114 ••�••� •001045/14 •••••• GAF-559-02-16 TAS 114 :":'; 1b/15/14 •, GAF-559-02-18 TAS 114 :..1&15/14 GAF-559-02-19 TAS 114 • • �; 04/16/15 • • • • IRT of S. Fl. 02-005 TAS 114 �' bl'/18/02 02-014 TAS 114 03/22/02 Trinity I ERD C8500SC.11.07 TAS 117 11/30/07 G30250.02.10-3-R2 . ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D6401 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 G36780.07.11-R1 4470-TAS 114 07/18/11 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D6164 01/07/14 G40630.01.14-2A-1-Rl ASTM D6164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 Atlantic & Caribbean Roof 11-053 TAS 114 08/12/11 Consultants, LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 I c 0 Membrane Type: Deck Type 1: I: iIt Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof deck. ...... All General and System Limitations shall apply. ..... • Fire Barrier: Topcoat® FireOut" Fire Barrier Coating, VersaShield® Fire Resist9$fRoof D it' • • • • • • (optional) Protection, VersaShield' Solo' Fire -Resistant Slip Sheet instalfe�f�er manufacturer's :....: installation instructions. • ..... .... . ..... Base sheet: GAFGLAS® #80 UltimaT'" Base Sheet, Stratavent® Nailable Venti "Base Sheei',.1NYberoiig®•' • 20 Smooth, Ruberoid® SBS Heat -Weld" Smooth or Ruberoid® Meat-We�''l5 base sheet mechanically fastened to deck as described below; • Fastening GAFGLAS Flex Ply' 6, GAFGLASO #75 Base Sheet, Tri-Plyt #'Base Sheet or any of..... Option #1: the above anchor sheets attached to deck with approved annular ring shank ri'�S-jrrd tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLASO #80 Ultima11N Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Mop Smooth Option #2: attached to deck with approved 1'VV annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply' Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCapT" Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 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" DensDeckT" Roof Board or'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: • • • • • • 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing M,' 0 '4; DireetoaAr fire • • • ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in complieeiee with Ih•odu¢t Conti by Approval guidelines. All other layers shall be adhered in a full mopping of approved aslim? applied within the • • • • • EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening P&Vf4 of th4 fdp iVer • • e • • • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in app'4ed asphalt,% nel size shall be 4' x 4' maximum. • 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foafrf ftMilatiolas when the base sheet is fully mopped. If no recovery board is used the base sheet shall be•applked using.spot ...... mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rous,one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 MIAMI-DADE COUNTYM Expiration Date: 11/04/18 "' • Approval Date: 05/04/17 Page 31 of 31 a 0/16/2918 . M, . , TGFU.R1306 - Roofing Systems TGFU.R1306 Roofing Systems Page Bottom • + • • • .. +. • • • •••••• •••• •••••• Roofing Systems • .... • .... . ..... See General Information for Roofing Systems 09:90• • • • • • •• •• •• • •••••• GAF • • • • "1306 ' 1 CAMPUS DR i i • • • • 00 PARSIPPANY, N] 07054 USA • • : • . • • •• • •• • • • "RUBEROID@ 20 Smooth" or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" may be utilized as an alternateIg T%d'G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" 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@ DuraGuardT" 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 Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. 1/4-in, thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" in hot roofing asphalt. "GAFGLAS@ FlexPlyT" 6 5L" and "GAFGLAS@ FlexPlyT" 6" may be used interchangeably in any roof covering system listed below. "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. "EnergyGuardT" Perlite Insulation" may be utilized as a cover board over "EnergyGuardT"" 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 O") in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardT" Tapered" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. "EnergyGuardT" Ultra Tapered" is an acceptable alternate to "EnergyGuardT" Ultra" in any applicable Classification. "EnergyGuardT" NH Tapered" is an acceptable alternate to "EnergyGuardT" NH" in any applicable Classification. "EnergyGuardT" NH Ultra Tapered" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification. "EnergyGuardT" Barrier Tapered" is an acceptable alternate to "EnergyGuardT" Barrier". "EnergyGuardT" NH Barrier Tapered" is an acceptable alternate to "EnergyGuardT" NH Barrier". Minimum 1-in. thick "EnergyGuardT" Barrier" is an acceptable alternate to "EnergyGuardT" 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 WITH HOT 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. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htm]?name=TGFU.R1306&ccnshorttitle=Roofing+Systems&objid=1074351... 1/48 iOf16/2*18 TGFU.R1306 - Roofing Systems h`he" To 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 nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet' or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet' or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet') may be substituted 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") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. • • Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,'B o6t system% listed over CO"3;• or NC. •• • •••• • • • • The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rati• • • • • •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.(pei{ite/rosirb""' .•�•• paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C syFVjr4%• • • • * • • • Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". " • • • • • • • • • • "GAFGLAS@ #80 UltimaT"" 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 Cl:ssififtons. • • • •••••• Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with "United CoatinNm %LtShield MB Roof Coating" applied at a rate of 2-1/2 to 3-ga1/100-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 Incline: 3 Class A 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). Vapor Barrier (Optional): — 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/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 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@ DuraGuardT" 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@ DuraGuard7m 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@ EnergyCapT" Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt. =C-15/32 s Incline.—��'� Slip Sheet (Optional): — Red rosin paper, nailed to deck. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R1306&ccnshorttitle=Roofing+Systems&objid=1074351... 2/48 :'PCY16/2..i 8 TGFU.R1306 - Roofing Systems Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG "OlyBond Fa, stening Svstem'_or-any--UL-Classified-insulation adhesive. ase Sheet- ne ply Type G2 "GAFGLA5_O #75 Base Sheet" r "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT"' Base Sheet" or " G S@-Stratavent@-NaPable—Vent+Rg-Ba e�E�eei` anically fastened. Ply She One or more plies Type G1 "GAFGLAS@ Ply 4�pr "Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6" y adhere h hot Foo g=asphaf . a Sheet- ype G3 "GAFGLAS@ Mineral Surfaced Sheet"fir "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapT" Minera -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings" TOPCOAT@ EnergyCoteT" Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United Coatings'" 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 UltimaT" 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", mechanicall�fastmed or fully adhered with hot roofing asphalt. • • •"•" 0660*0 Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex PT*J'•or"Tri-PlyC ,4Va-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:'t;*AFGLAS(tWrgyCap'"'••••• Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. •••••• • • • 6. Deck: C-15/32 •••••• *00000 •••• • ••••• • • •••••• •• • ••••• Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLCv'Pe1155eck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United grates 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 perl ite/po If socya Ru rate composite or ••••:• ••••• perlite/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck4oints�. •• 0 0 Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply ?Wj %" pr "Tri-P`vultra-Fletble• • • Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet'.or•Type G•3 • "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhereMmilh hot roofing asphalt. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply® APP Smooth" or "RUBEROID@ Torch Granule" or "RUBEROID@ Torch 180" or "Tri-Ply@ 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-Ply@ SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapT" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 7. Deck: C-15/32 Incline: 2 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@ DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" 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-Ply@ BUR Granule Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID@ Torch Smooth" or "Tri-Ply@ APP Smooth" or "RUBEROID@ Torch Granule" or "RUBEROID@ Torch 180" or "Tri-Ply@ 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-Ply@ SBS Granule" 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. 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@ DuraGuardT" 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@ 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", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft.2. 9. Deck: C-15/32 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@ DuraGuardT" 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). http:/Idatabase.uI.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htmI?name=TGFU.RI306&ccnshorttitle=Roofing+Systems&objid=1074351... 3/48