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RF-17-2804i Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RF -11-17-2804 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Issue Date: 12/13/2017 Expiration: 06/11/2018 Parcel Number Applicant 1481 NE 104 Street Miami Shores, FL 33138-2663 1122320320090 Block: Lot: JAMES & MAR BREEN Owner Information Address Phone Cell JAMES & MAR BREEN 1481 NE 104 Street MIAMI SHORES FL 33138- (786)617-3500 1481 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone CHERRY ROOFING ENTERPRISES INI (954)963-2741 (954)658-9878 Valuation: $ 26,000.00 Total Sq Feet: 4900 Type of Work: Re Roof Additional Info: RE -ROOF FLAT & TILE Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $15.60 $5.25 $3.50 $5.20 $350.00 $9.00 $20.80 $409.35 Pay Date Pay Type Invoice # RF -11-17-65752 11/28/2017 Check #: 2288 $ 50.00 $ 359.35 12/13/2017 Check #: 2312 $ 359.35 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all t constructio :nd zoning. uthermore, I uth foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rize the - bo e -named contractor to do the work stated. Au orized Signature: 0 err/Applicant / Contractor / Agent Building Department Copy December 13, 2017 Date December 13, 2017 1 3Q - - D2- - s+ 5 J � �ad� Srn;-k 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 RECEINF OV 2017 BY: _. FBC 2014 S}� Master Permit No. RC 162050 Sub Permit No.'1 - 2209- 0 BUILDING 204 ❑BUILDING ❑ ELECTRIC WI ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL El PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1481 NE 104 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-032-0090 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): JAMES BREEN Address: 1481 NE 104 ST Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: 786-617-3500 City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: CHERRY ROOFING Phone#: 954-963-2741 Address: 3901 SW 40 AVE City: WEST PARKState: FL zip: 33023 Qualifier Name: IRIS J CHERRY State Certification or Registration #: CCC1325485 Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $2‘000i" Square/Linear Footage of Work: 4900 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace n Demolition Description of Work: REROOF FLAT AND TILE Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Ihe absence of such posted notice, the inspection will not be approve nd a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ra l day of 0 a , 20 n , by 2,1/4tday of 0 CX /*--- S by who is personally known to tiS J. CAV-'` ' �( , who is personal) k • - tc —3,0 L_ as me or who has produced J as Signature 6eeli, CONTRACTOR me or o has produc identification and who did take an oath. NOTARY PUBLIC: Sign: c Print: Seal?*'kli JENNIFER = '!` 4 MY COMMISSION # GG04927B EXPIRES Novembef21,2020 APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: *..(1-0-1.--)--c- 0 Co Lt- ********* * t - ************I ***#* * ********************** JENNIFER D COLE MY COMMISSION # GG049278 = SIL � ',•• d' EXPIRES November 21, 2020 ******************************** Plans Examiner Zoning Structural Review Clerk 12/4/2017 Property Search Application - Miami -Dade County FFICE OF TSE PROPERTY APPMISE Summary Report Property Information Folio: 11-2232-032-0090 Property Address: 1481 NE 104 ST Miami Shores, FL 33138-2663 Owner JAMES BREEN MAR BREEN Mailing Address 1481 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,051 Sq.Ft Lot Size 17,850 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $955,089 $678,272 $624,648 Building Value $419,922 $425,058 $430,193 XF Value $5,372 $5,409 $5,242 Market Value $1,380,383 $1,108,739 $1,060,083' Assessed Value $1,089,920 $1,067,503 $1,060,083 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $290,463 $41,236 12/04/2014 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 RIVER BAY PARK ADDN PB 40-72 LOTS 10 & 11 BLK 3 LOT SIZE 150.000 X 119 OR 17757-4658 0897 1 The Office of the Property Appraiser is continually editing and updating the tax roll. T..._ r �• ��...��c Wiwi uuiicm mwrmauon or Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Generated On : 12/4/2017 Taxable Value Information County Exemption Value 2017 2016i 2015 $50,000 $50,000 Taxable Value $1,039,920 School Board Exemption Value $25,000 $1,017,503 $25,000 Taxable Value $1,064,920 $1,042,503 $50,000 $1,010,083 $25,000 $1,035,083 City Exemption Value $50,000 $50,000 Taxable Value $1,039,920 $1,017,503 $50,000 $1,010,083 Regional Exemption Value $50,000 Taxable Value $1,017,503 $50,000 $1,010,083 Sales Information Previous OR Sale Price Book- Qualification Description Page 12/04/2014 $1,310,000 29433- Qual by exam of deed 0185 08/01/1997 $335,000 17757 -Sales which are qualified 4658 01/01/1996 $0 17069- Sales which are disqualified as a result of 3592 examination of the deed 10/01/1990 $267,000 14755- Sales which are qualified 1475 State Certified ' CCC13244485 Cherry Roofing 3901 S.W. 40th Avenue • West Park, FL 33023 Email: CherryRoofing©att.net www.cherryroof.com November 28, 2017 Miami Shores Village 10050 NE 2 Ave Miami Shores 33138 Job Address: 1481 NE 104 St, Miami Shores FL 33138 Dear Building Official of Miami Shores Village Office (954) 963-2741 Fax (954) 986-4904 As per Section 201.3 of the FBC, Roof to wall connections shall not be required unless evaluation and installation of connection at gable ends or all corners can be completed for 15% of the cost of the roof replacement. I have attached to this letter a copy of an estimate acquire by a GC in the amount of $19,500. The amount exceeds 15% o; the cost the roof. Sincerely, Cherry Living Earth Remodelers, Inc. Licensed, Bonded & Insured • FL General Contractor, Lic. No. CGC 044266 CENTRAL A/C • WINDOW • ROOFING • TILE • SCREEN ROOMS 2 : North 20 Avenue, Hollywood, Florida 33020 • (954) 925-5003 Fax: (954) 925-53 NAME �QQ' DATE ZZ ADDRESS Vi /IC l6 44,51 /G�L�I IA:cfhie4 • H TEL# j� 7, 56 W TEL# EMAIL JOB SPECIFICATION -- NO ADDITIONAL WORK WILL BECONSIDERED UNLESS WRITTEN HERE: t3o L�f�ad : f , ; 2412'5:�i .die � ��• ,6 A � 1/61) eRe�- � /9,605z) 6O BUYER'S RIGHT TO CANCEL~ This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the sellar may not keep all or part of any cash down payment. To Cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice, or send a telegram to: Living Earth Remodeler's. Inc` at 2208 N. 20th Ave, Hollywood, FL 33020 • Tel: (954) 925-5003 • Fax: (954) 925-5325 (NAME OF SELLER) (ADDRESS OF SELLER'S PLACE OF BUSINESS) By signing below I hereby certify that I agree to the terms of this home remodeling contract and that I have received a copy of the Standard General Conditions that apply to this Home Remodeling Contract. The Standard General Conditions are hereby incorporated by reference into the terms of this Home Remodeling Contract. Cash Price: $ (l 66D Down Payment: $ ! 9-o I • Balance: $ / /1'75 75 Owner(s): Print Name( Contractor: Print Name: Payment Plan 1 Months: Approx. Monthly Payment: $ Draw Schedule: if,75 Signed By: Signature Signature Date Signature Date 764 ye-A- t�jZFSroeot Initialed by: Owner Builder Standard General Conditions I. OBLIGATIONS AND RIGHTS OF BUILDER: A. Builder shall obtain the necessary permits, licenses, and inspections in order to comply with the rules and regulations of the governing building department. B. Builder shall have the right to substitute any building material when specified material is not available within a reasonable time, with materials that by industry standards are equal to or better than those specified. II. OBLIGATIONS AND RIGHTS OF OWNER: A. Owner agrees to pay Builder pursuant to the terms of this Contract, and Builder may immediately suspend or terminate this Contract if Owner fails to make timely payment. B. Owner agrees that the direction and supervision of the work force, including subcontractors, rests exclusively with the Builder, and Owner agrees not to issue any instruction to, or otherwise interfere with the same. C. In the event of controversy with Builder, regardless of nature, Owner agrees that all claims or disputes between the Builder and the Owner arising out of, or relating to, the performance of Contract work or the breach thereof, shall be decided exclusively in Broward County, Florida by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then in existence, unless the Builder, in its sole discretion, elects to litigate in which case Owner stipulates to exclusive venue in Broward County, Florida. The Owner and Builder agree that a single arbitrator shall decide any disputes and that the single arbitrator be selected from amongst those AAA arbitrators who also possess a Florida general contractor's license. The award rendered by the arbitrator shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction hereof. CHAPTER 558 NOTICE OF CLAIM CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER, WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. I. OBLIGATIONS AND RIGHTS OF OWNER: A. Owner agrees to pay Builder pursuant to the terms of this Contract, and Builder may immediately suspend or terminate this Contract if Owner fails to make timely payment. B. Owner agrees that the direction and supervision of the work force, including subcontractors, rests exclusively with the Builder, and Owner agrees not to issue any instruction to, or otherwise interfere with the same. C. In the event of controversy with Builder, regardless of nature, Owner agrees that all claims or disputes between the Builder and the Owner arising out of, or relating to, the performance of Contract work or the breach thereof, shall be decided exclusively in Broward County, Florida by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then in existence, unless the Builder, in its sole discretion, elects to litigate in which case Owner stipulates to exclusive venue in Broward County, Florida. The Owner and Builder agree that a single arbitrator shall decide any disputes and that the single arbitrator be selected from amongst those AAA arbitrators who also possess a Florida general contractor's license. The award rendered by the arbitrator shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction hereof. II. Other Provisions 1. Changes: Owner may request changes in the work being done. All fees or extra charges for changes shall, at Builder's discretion, be due and payable prior to any agreed change being made. Builder is under no obligation to construct any change prior to a signed written change order being executed. 2. Warranty: Builder shall remedy defects in workmanship, which appear within one year from the date of completion. Should a manufacturers warranty of any equipment or material be available and delivered Owner's sole recourse shall be that warranty. All other warranties express and/or implied, are hereby disclaimed by Builder. The Builder's warranty excludes remedy for damage or defect caused by abuse, modifications, improper or insufficient maintenance, improper operation, and/or normal wear and tear. 3. Communications: All communications intended to be legally binding between Owner and Builder shall be made in writing and sent by certified mail, return receipt requested, or facsimile. 4. Materials Selections: Owner is required to select from builder's suppliers, materialman and subcontractors for all allowance items under the direction of the Builder. Builder will provide Owner with list of Builder's suppliers, materialmen and subcontractors related to allowance items so that the Owner may make his selections. Under no circumstances will Owner contract directly with Builder's suppliers, materialmen or subcontractors. MiamiShoreslila 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. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: JOkC \iL2, . Date: Property Address: 1'4 Roofing Permit Number: Dear Building Official: JekMes ecee-n. certify that l am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 e tion of the South Florida Building Code (1994 SFBC) .4119 S . nature Jc1ie &cu1 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this 1", da Notary Public, Sate of Florida at Large �`!!'rb •*- O OLE • c MY COMMISSION # GGo49278 N- ef.Cr EXPIRES November 21. 2020 • When the just valuation of the structure for purpose of ad valorem 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 Genera! Contractor for the Roof to Wal! connection Hurricane Mitigation. Revised on 5/21/2009 REC°\1 E) Df, 4"" Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURESP.URSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Budding Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: RjCt2f Property Address: t L! 1 f\ - t O ( of Roofing Permit Numbe » -I �" 2 04 . .. .. . ... .. . • .. • Date: 1 • .... . .• .... .... . . . . • . • • • . . .. . . • .. • .. • Dear Building Official: I (C`is J Oner13 certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. State of Florida County of Dade f‘S CN -4 Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ) day of 1/4N-C.1,0$43V 20 I1 Notary Public, Sate of Florida at Lar (SEAL) JENNIFER D • OLE MY COMMISSION GG049278 EXPIRES November 21, 2020 Revised on 5/21/2009 FINAL COMPLIANCE Florida Building Code 5th Edition 2014 r HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section C (Low Sloped Roof System) Fill in the specific Roof Assembly Components and Identify Manufacturer Attachment: (If a component is not used, identify as "NA") C System Manufacturer: :\ 1-- NOA .-NOA No: 1.5- kO 2.2 • 1 S Fastener Spacing for Anchor/Base Sheet Design Wind Pressures, From RAS 128 or Calculations: Pmax l : Pmax 2: -11.1- Pmax 3:-rOt • a Maximum Design Pressure, From the Specific NOA System: - 5`2.-5 PSS Deck: Type: \40010 Gauge/ hicknt,,,,. 54! Slope: I On V2- Anchor/Base 2AnchorBase Sheet & No. of Ply(s): r4j Anchor/Base Sheet Fastener/Bonding Material: NlA Insulation Base Layer: Ni Base Insulation Size.and Thickness &) 11/4 - Base Insulation Fastener/Bonding Material: NV Or Top Insulation Layer: W t IP Top Insulation Size and Thickness: 1.3( Pt Top Insulation Fastener/Bonding Material: l Vk Field: 0 "o/c @ laps & 2 rows @ .°1 "o/c Perimeter: b "o/c @ laps & Ll rows @ (2 "o/c • Corner: "o/c @ laps & rows • iiit• .• . .• . Number of Fasteners Per Insulation Board. • • • • '..' Field 10 Perimeter v1/4)A- Cordes ‘..)I .... .•.. •••• illustrate Comppnents Noted and Detain. •' As Applicable: Wood -blocking, Gutter, Edge Terminations,' Stripping, , Flashing, Continuous Cleat,Cant. Strip, Base Flashing, Counter-flashing,'C9 in4, Etc. .•.• ..•• ••. • • . Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16 U1A5 PIy 4 2. P i t & *kq5 5Q44, Shea- Base hy Base Sheet(s) & No. of Ply(s): 4 l tC Slna.e r Base Sheet Fastener/Bonding Material: (YL+ RIS Nc-Ast. Ply Sheet(s) & No. of Ply(s): 4AF CAA -5 P"t 4 2,P4'4,1 Ply Sheet Fastener/Bonding Material: 11 1 Ko? AsQha\k . Top Ply: t 40 scu''ivu+- Co? Skrusais. T_ qp Ply FastenerBypding Material: Surfacing: t•-)/! jer ep�Wca 11 a4.43," 24, Ode. Dr.f II • penyd Wei Height Ft. Idem Roof Height 11 Ft. MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: 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.2ov/economv . . . This NOA is being issued under the applicable rules and regulations governing the use ofcoust>:uctiorC materials. The documentation submitted has been reviewed and accepted by Miami -Dad riy RER - • Product Control Section to be used in Miami Dade County and other areas where allowed byting Authority• • Having Jurisdiction (AHJ). •••• •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coty1Product • • • rtn• Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad 'CVdQty) • reserve the right to have this product or material tested for quality assurance purposes. If this product -6••:• material fails to perform in the accepted manner, the manufacturer will incur the expenseof 9uoh testing• • and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant RoofDeck.Protectton or • • (optional) SecurockT"" Gypsum •Fiber Roof Board. • • • • • • • • •• •• • • •• •• Base sheet: GAFGLAS® #80 Ultima." Base Sheet, Stratavent® EliminatorTV -1\10;1444 Venting ase • • Sheet, Ruberoid® 20, Ruberoid® SBS Heat-We1dT"' Smooth or Rub€roil® SBS Iiaat•,WeldT • • 25 base sheet mechanically fastened to deck as described below; •••• • . • • • • Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exP1y 6, GAFGLAS® #75 B3V$11Cet or arggif above base sheets attached to deck with approved annular ring shank nailr.ancl.tin caps at a •' fastener spacing of 9" o.c. at the lap staggered and in two rows 11' o.c. in the Meld.• • (Maximum Design Pressure —45 psf. See General Limitation #7'•) . • • • • GAFGLAS® Ply 4, GAFGLAS® F1exP1yT" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec.'" #12 Fastener or Drill-TecT" #14 and Drill- TecT"' 3" Steel Plate, Drill -Tec-"" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Flex Ply— 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psi'. See General Limitation #7) GAFGLAS® #80 Ultima""' Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" 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) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec" #12 Fastener or Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecT" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) • MIAMI-DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: (Continued) Ply Sheet: Cap Sheet: Surfacing: GAFGLAS° #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or DriII-TecTM #14 Fastener and Drill -Tec"" 3" Steel Plate, Drill -Tec" AccuTrac`L' Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more plies of GAFGLAS® 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 20-40 lbs./sq. • (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet GA$CiL Lt$® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in atliNoppitrg or approved asphalt applied within the EVT range and at a rate ot2Q-40 . • • • • • • Optional on granular surfaced membranes; required for smopitmmbranes��hosen • • components must be applied according to manufacturer's applj44tj6n instr30ons. All coatings must be listed within a current NOA. • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq:respesitivelydn a good • coat of approved asphalt at 60 lbs./sq. • • • . • • 2. Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. • • • • • ••• • Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck'"' Roof Board or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials DirecTgr ' fn fire ratings of this product. • •. • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Prbducf control '. Approval guidelines. All other layers shall be adhered in a full mopping of approved asphh applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pe of the tqa hyer • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in apl?rpy'd`asphalta21 size shall be 4' x 4' maximum. :••• • • 4. An overlay and/or recovery board insulation panel is required on all applications over choseds ell foams insulations• when the base sheet is fully mopped. If no recovery board is used the base sheet shall be nppii:d using spot • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbdhs in three rci145,iitp at each sidelap and one down the center of the sheet allowing a continuous area of ventila$on.t,ncircling of the • • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation �A�)ialt • • 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 Ibf. 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 ... Florida Building Code Edition tb'�4 '; • •••• • • • ••• •• •• • • •• • •• •• . • • • • • •• •. •. • • . • • • •• ••• •• • • • • • •• • • •• • • • ••• • •• •• • • •• • •• ••• .• •• • • • • • • • • • . . • • • • • • • •• •• • • • • • • . • •• ••• ••▪ • •••• •• ••• • SECTION 1524 . ••• • HIGH VELOCITY HURRICANE ZONES REQUIRED OWNEb T1'FI• •.• • IOROFING CONSIDERATIONS • • • • • • • • • • • • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2.A / '/ Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. / // Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded 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 .• - be necessary to install overflow scu, • -rs in accordance with the requirements of Sections R 02, '4403 and R4413. ent's Signature Date Contractor Signa e ‘457k \ Loy yl&s Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number • • •.• • • • •••• • • • • • • ••••• Florida Building Code Edition 2914• ::: :.:. High Velocity Hurricane Zone • Uniform RoofingApplication Form Section D (Steep Sloped Roof tfln1) •'; •; • , •: • • • • • • • • • ••• • • • --. •.. •• A•• Roof System Manufacturer. R©(�D�l QC'X'� {---ic • •• • • • •• •.• Product Approval Number. (to..- 03-1 k .0 5' • - - • -••• • • •• • . • -- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 30l•‘ P2r �o- P3: " 100 -'- Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment:ac•-,\t @ t-®i:lerMail MJ'1 Pak tS Roof Slope: 3 :12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: Fire Barrier: Ridge Ventilation? (1( ASS( lktec E 30 FeAk• . fP NIA Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: IS pYR.o4G-o Tip) cAP IV et No l2.. IZ oc 1✓cows Cuicl(o a. o, CMS. ith 2ot4eat ► t.4 �1 . Roof Covering: liko.. • Type & Size Drips Edge: i,x3" 21¢ Caau,c- etakkk'n ileA • • • ••• • • . •.• •• •• • •• • •• •. •• • . • • • • • • • • • • • ••• • • • Florida Building Code Edition 2014* • • • • • • • • • . • • High Velocity Hurricane Zone Uniform Permit Application Form • . •.• • •. •. .... •• • Section E (Tile Calculation) : • . • • • • • : . • • • . .. . . For Moment based the systems, choose either Method 1 or 2. Compare the value; to, b%�lth the 'flues* from MI•If thl% Mr values are greater than or equal to the Mr values. for each area of the roof. then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per' A$ i2Z P • : • • : • • • • • x 1¢St5 = 12.3lbS - Mg: / • L2) =Mrt 4. OK. 1:.roditcriliSp4)44l X1.,44 4 xX0.31S = - Mg: 4''62) =Mr213 ZtC Product Approval Mr 4a -(- x ):0345 = Sl.VOSj - Mg: 7: b2)=Mr+L4.120Product Approval Mr CO -4 (P1:L (P2:. (P3: lap' 1'. Method 2 "Simplified Tile Calculation Per Table Below" Reouired Moment of Resistance (Mr) From Table Below 3 Z• 2- Product Approval Mr ' (40 * g - Mr Required Moment Resistance* Mean Roof height Roof Slope a 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3.1 02.3) 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: _ x 1: = x w:= ) W: x cos (4:_ _ =Fri Product Approval Mr (P2: x 1: = x w:= 1 W: x cos 0:__ _ =Fr2 , Product Approval Mr (Py _ x 1 • = x w•= 1 W: x cos H:__ =Fr3 Product Approval Mr Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysts prepared by PE based on ASCE 7 Mean Roof Height H Jab Site Roof Slope Ci Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Ilk Product Approval Anodrme:t Resistance M, Product Approve) Required Moment Resistance M. Calculated Minimum Attachment Resistance F' Product Approval Calculated Required Uplift Resistance F. Average Tits Weight W Product Approval Tile Dimensions length w Product Approval All calculations must be submitted to the Building Official at the time of permit application. MIAM -1.1.`,1-1 • • •.• . • • •.• .. .. • . • . • • . • •• • . . • • • • • • • •. •..• •• . •. • •• •. •. • •. •. • • • . •.• . . . . ... • • . .• .. . . •• • . • .. . . • .. . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION • . ... • • •• • •• • • • • i : MIAMI-DADE COUNTY ▪ PRt7DUCT CONTROL SECTION 11805 SW 26 Street, Room 208 • • • • Miami, Florida 33175-2474 %(786)•315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) •. . • • wwp.miamidade.¢ov/economv Bora/ Rooting, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Cateaory Roofing Sub-Cateaorv: Roofing Tiles Material: Concrete Deck Type: Wood • .... • . • ... .. .. • • . .. .. . • . . . . . •. • . . • . • • • • • . . • . . . • . ... . •. •• • ... .. ... .• • • . .. . . . . .. • .. •.• . . . • • . • • . •. .• . • . • ... ... ...• ... • .. • . • •. ..• .. • . . • . . .. • • • • • ... .. . 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured b Applicant Test Product Dimensions Specifications Description Saxony 900 -Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied 94-084 Engineering, Inc. The Center for Applied 94-060A Engineering, Inc. The Center for Applied 25-7183-6 Engineering, Inc. The Center for Applied 25-7183-5 Engineering, Inc. The Center for Applied 25-7214-1 Engineering, Inc. The Center for Applied 25-7214-5 Engineering, Inc. The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -77 Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 •.. .. .• . . . .. • . •• • • • . • . ... . . . . • . ... • . • . •• •. . • . .. . .• . ... . • . • .. • • . . . .. .. . .. • . • • .. . •. •• . . . . ... ••• ... . ... . .. .. . .. ... .. • . •. . . . Tait 1Sfak ep:oi'i :.. .. • Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Qnik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS • ...• . • . .•. •. .• • • .• . .. •. . • • .• . •• •. •. •• • • • •• • . •. •..• •• • •. • . •• •• • •• •. . • . .•. . •. •. • . ... . . • • •. .. • .. .• . ... .• . •. . . . • • . • .• . . •. • . . . •. •• • • 3.1 Fire classification is not part of s acceptance. ... ... ... . ••• . 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. •• ••• ••• •• ••• •••• •• •3.3 Applicant shall retain the services of a Miami -Dade County (',ei i f ed Lpporftvry te,perform quarterly test in accordance with TAS 112, appendix 'A'. Such tasting sbafl. be: sflb/340ed.to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its 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 (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile ). (ft3) Batten Application X (ft3) Direct Deck Application Saxony 900 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 • • • ... . • . ... .. .. . • . .. .. . • . . •• •. •. • • • • • • • • ... • . . • • . • . • • • • . ... • • • . ... . . Table 4: Attachment Resistance Expres"jd -as a.M'orinent..- Mr et-Ibtp for Mechanically Fastenitd %Mem• Tile Profile Fastener Type Direct Deck (piin:l5/3r. . iSlYwarxd) ::.' Direct Deck • • (pain. 19/32" :Plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails • • 30.9 • • • • • • No 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.328.3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond'" one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH -160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 • ••• • • • ••• • •• • • •• • •• •• • • • • • •• •• • • • •• • •• •••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• S. LABELING•• • • •• •• • • • • • •• • • • • • • • •• • •• • • • • • 5.1 All tiles shall bear the imprint or identifiable marldtte of%th►e niumfaeturerts4ritmlie or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". •• • • • •• ••• •• • • • • • • • • • ••• •• • • LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE MANMADE COUNTY APP WED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES • .••• • . • ... .. .. . • • . .. .. • • • • . • . •. • . . • • • • ••• •. . . • . • . . •. •. • • • • ... • . • • ... • •.• PROFILE DRAWY tGS•� • . • •'• .. .•. . ••:• . . ... ..• . ... •. Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MIAMFDADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 • • •.•• . • • •.. •• •• •• • • •• •• • • •• • • •• • • • • • • • • ••• • • •• • • • • • • • • • • ••••••• •••• PROFILE DRAM• :NGS• • • ••• •,• ••� ��: •• • • • • • • • • • ••• ••• •••• • ••• • •• • • • •• ••• •• NAIL HOLES • • • . . • • . • • . 17" MIAMI RADE COUNTY APPROVED SAXONY 900- SHAKE END OF THIS ACCEPTANCE 13" 1-9/32" (Shake) NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 • .••• • • • ••• .. •• . • .• . .• .• • • • • • •• •• •• •. • . • •• • • •• •••• •. •• • . •. •. . •. •. • • . ••. • . •. • • ••• • • •• •• • • • • • • ••• ••• • MIAMI-DADE COUNTY • 1RQIiVCT G4NTitttL SECTION • . • .11$05• S W:26 Stfeet, Room 208 .. • . s Miatig Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w ww. miamidade.eov/economy • • •• ••• •- • • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR -Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 Dimensions 65' x 3'33/8" Or 65'x3' 60 mils thick 61' x 3'3-3/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3133/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3133/8" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 • ... . . . ... .. • . • • . .. .. • •• • • • . ... • . . . . . • . . • . • ... . . . • . ... • ... . .. • .... • • . • •• .• • • .• .• • • . • . ... • • ...• .• . . .. . . • .. ... .. . .• . . . . . .. . . . . . ... .. Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P 1 0870.09.08-R 1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX 14E8A DX23D8B DX23D8A • •••• • • • ••• •• • • •• • •• •• • •• • • • • • • • • • •.• • • • • • •• •• • • •• • • • ••• • •• •• • • •• • ••• ••• •• • • •• • • •. • • • • • • ••• • • • • •• •• • • • • • • • • • ••• ••• •••• • ••• • •. •• •• • •. ••• • • • • • • • • Test NVntPItedoet ; • •••••••• T`AS103 • • • ••• TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 •• • Date • • 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 LABELING: 1. 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. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: • .... . . . ... .. .. . • .• . .. .. . • . • . •• • • . . •. ... . . •• • . • . • • . •• . • . ... • • . • .. . • .. •... .. .. • • •• •• •.. . •Wood, non -insulated • • . • . ••. •• . Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTIVI•D /6/6. .• Per FBC 1518.2 & 1518.4 Nails and tin caps 12" gr ,�6' •o e. ata rr►irrin�Prti 4"head lap. (for base sheet only) Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 • •••• • • • ••• •. •• • • •• • •• •• •• • • • . •• • •• •• • • • •• • • •• •••• • • •• • • •• •• . • •. •• • • ••• • • •• • • •• • INSTALLATION REQUIREMENTS: • ••• •• •• • • • • •• • 1. All nails in the deck shall be carefully checked for protruding heads. ERe-f'tste• n Tr/ lop'sr cJeclkpairls, and sweep the deck thoroughly to remove any dust and debris prior to appltcati tn. • • • • • • • • 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the menmMarie tO o$tsii:raahimut>g contact. Remove the release film as the membrane is applied. All side laps shall te Maim • • o 3 %z" ant end laps pp.mN'i'.f. shall be a minimum of 6". Roll the membrane into place after removirthe•reeeast strip' ' MM strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR -Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 • • 000 • • • 0041 0. 00 • • • 00 00 • • • • • •• •• • • • • • • •• 000 • • 0 • • • • • • •• • •41• • • •• • ••• 7. 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. • • • • • 41 41. 4141 4141 • • • • ••• 8. In roof tile application, data for the attachment resistance of roof tiles shall&e as sat foehin th�roc I tile . manufacturer's Notice of Acceptance. •41 • • 4141. 4141. 4141. 4141. . Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. • 41 • • • • • 41 41. Polystick Dual Pro is limited to mechanically fastened roof tile applicati n/ •• • • • • • • • • Polystick MTS and Polystick MTS Plus are limited to mechanically f .. n4d vith the litnitatioiis outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. ROO; Deck prOperci with 'OLYST1CK TU Plus r_A�ie!1a1 s APPROY En I. Rooting Tiles (6 Max. Per Stack) 12 6 4. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 • • ••• • • • ••• •• •• • • • •• •• • •• • • • • • •• • • • • • • •••• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• 11. Refer to prepared roofing system Product Control Notice of Acceptance f0nlist,pd•agprtyal pft1Zis prptluct with specific prepared roofing products. Polystick IR -Xe, Polystick Dual:'ro, Polystitk Tile Pro, Pof stick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polysticklif rPlus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU hut, ol •sticrMIFPoiystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the NotiCao: Ccr p�anuei : • •• • If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polysticlt"FU•M•ax,4olysticf?U•P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"112", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • r a • • • • ••• 10. All self -adhered membranes must be rolled to ensure full contact with apppved P41Vgltstequires a minimum of 40 lbs for a weighted roller for the rolling of the field meMbrate. 'Rand roliers are:acceptable for • rolling of patches or small areas of the roof. Brooming may be used s er.s4ope ppohi1ts roll • ueg. • 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can 112fu4ishe rlipUlie4dMst.?t'is recommended to refer to applicable building codes prior to installation td vett): a:c�ptab% ilubstrates. • 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for rolystic% membranes • can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 • •••• • •• •• • • .•. . •. .• • • • • ••• • • • • • • • • • • ••• • •• • • • • • .•• • • MIAMI DADE COUNTY PPOD[ICt COVIRCIL SFCTIO4I 1180.5 W:6;treet, Vont z08 • •' 101tftni, Florida 331,'5'474 T (786)315-2590 F (786) 315-2599 • • • wevw.wiannillade ov/economy •• • . • • • • • • •• • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane 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 APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: SCOPE: Roofing Roof tile adhesive Polyurethane • .. . • • • •.. • • . . •. • • •. •• •.• • • • .•• • • . . • . •.• . . . ... • • • • •.. • •• •• • •• •• ••• • . .•••• •• . • • • • • • • ••• •••• ••. • • . .. •.• .• . . • •• • • • • • ••• •. . 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 compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 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./Fte 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. MIAMI•DADE COUNTY APPROVED 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/Weffor't• • • • • • • Date:. Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 . " ' ' • •'12/ 6/96 • • 25-7438-3 SSTD 11-93 • •" '.lb/=3/95 •. 25-7438-4 •• ...• 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 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 61 G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED 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 may be used with any roof tile assembly having a c&Trent 1 A 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 Compoaint Apvlicatior'sectiafi ai1d•the corresponding Placement Details noted herein. The roof tile assembly's adhesive ajta:hivent wi! tho use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to me&tor CxCeed•the•resisEaacavalue determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 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. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 • • • ••• • • • ••• • • • • • • • • • • • • • • • • • •• • • • •• • • • • ••• •• • •• • • • • • • • • • • • • • • • • • Table 1: Adhesive Placement For Each Generic Tile Prof e: • • ' : "�� Tile Profile Placement Detail Minimum Paddy Cdtlfaci• • Area Mi:rrimuniPad4fiy.Glam Weight Eave Course - Flat, Low, High Profiles All Eave Course ••• ••.•.:' • •••• 17-23 sq.inches35:(i5 •• ••• .•• •. •• •• •. '. •• •• •• • • •• _. Flat, Low, High Profiles # 1 17-23 sq. inches • . 15,eS •' Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under 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 APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 •••• • • • ••• • •• • • •• • •• •• • • • •• •• • •• • • • •• • • •••• • • •• • • • • • •• • • ••• • •• •• • • ••• ADHESIVE PLACEMENT DETAIL # 1 •; •; Nail ifiraugh rtasttc.cement lathed regpirrd MIAMI•DADE COUNTY APPROVED • • ••• • • • • • • • • •. • •• Flat/Low Profile Till. ••• •' • • •• ••••• • • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (2S4 n;ml x.r; (r.4 1 i m) foam paddy onto the under4aw nCpasi=ipheras shown, under the strengthening rib erases: to t1:49veylbck 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. Medium Profile / Double 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. 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.; �• •••••• • • • • • ••• . Flat/Low Profile Tile • • • • • • • • • 4d•il thron,gh pl•rtic cement ¢when requiredf MIAMI•DADE COUNTY APPROVED 1. Starting at the eave cour.se.agply a nlin imum 2" (50.8 mm) x 10" (254 mm) xr 1"X2S.QnInlflat:wady onto the underlaymer;tpos4ti.nsidastfipvat unde;the strengthening rib of the tile closest to the over1oiek of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 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. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive 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 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 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 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 • •••• • •• •• • • • • •• • • • • • • •• ••• • • • •• • • • ••• • • ADHESIVE PLACEMENT DETAIL # 2 (CONTINVEW ••• kali through tt se whoa. re:oo ied droisproont Pal a 113«h•o1F+TII 2In. Battens optional r xa 1117;i: `,. Drip edge MANMADE COUNTY APPROVED • • • • • • • • • ••• ••• ••• High Profile / Single Pan Tile • •• • • • • • •••• • •• • • • •• • • • • • • .•• •••• • •• • • • • ••• • •• • • • •.• . ••• „• 1. Starting at the eave course; apl j n in n m 2• (50.8 mm) x 10" (254 mm) x 1" 32s.Qnpr13'Nair paddy onto the underlayment positi5ned as%hbvvttfnder the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 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 17" (109.7 cm2) - 19 (122.6 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 8 of 11 • • ••• • • • ••. •• ••• • • • •• •• • • • • •• ••• • • • • • • •••. •• • •• • • •• •• • • •• •. • • ••. • •• •• • • ••• ADHESIVE PLACEMENT DETAIL # 3.:.:• �•�•••� • •• •• • • • • • • • •• ••• 1. On the eave course only, apply a minimum 2 x50.8 Flat/Low Profile Tile Medium Profile Tile MANMADE COUNTY APPROVED mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment totioNdM.sh:Aln,•urtder the strengthening ritlfo:let filo oreuhat the in portion of the tile fdr low or trigh prefikatil&closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (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 (CONTIWER) Nall through plastic ]when required) Battens optional Single paddy under tile. Paddy Ibetween tiles) dp fonder tile) 4s4in. sinyie 2 in. on ttopotr te- asda closure Drip edge High Prof] is Tile MIAMI.DADE COUNTY APPROVED . ••• • •• • • •• • • • • • ••• • • • ••• • • • • •• • • • • • . . • • • • ••• • • • • • ••• ••• • • • • • • •3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy oil top Qf the. e ivt Bourse tile. • surface as shown, dol kr OfOil stringt teniriprib for flat tile or on toi oftht Atfp§rttorjQf til, tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. Steep pitch applications in contact with the pan tile. (when required) 2) Turn coven upside down. Place adhesive in to 1 M. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlaymen Eave closure (motar shown) Weephole Fascia Board Sheathing 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 MIAMIDADE COUNTY APPROVED • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • ••• •• •• • • • • •• • • • • •• • • e • •• •• •• • • • • ••• ••• ••• • • • • • Two Piece Barrel (Cap and Pan) Tile ••• •• • • •• ••• •• • • •• • • • • 1. Starting at the eav: cou:s • aapi} rrinim( 2" (50.8 mm) x 10'1(254 riim).x 1: (':5114.i ira;t%oam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 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 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 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