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RF-17-206 Permit NO. RF-1-17-206 �sKO1S y� Miami Shores Village Permit Type Roof 10050 N.E.2nd Avenue NE PenWork Classification: Repair Roof Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F�ORIDp' issue oate: 1/27/201'7 Expiration: 07/2612017 Project Address Parcel Number Applicant 160 NE 111 Street 1121360040130 Miami Shores, FL 33161-7048 Block: Lot: TERESA BRUGGER Owner Information Address Phone Cell TERESA BRUGGER 160 NE 111 Street MIAMI FL 33161-7048 Contractor(s) Phone Cell Phone Valuation: $ 900.00 SEGARRA ROOFING INC (305)822-7541 m ---- •- ---- �----------- Total Sq Feet: 20 Type of Work:Repair Available Inspections: Additional Info:REMOVE APPROX 20 TILES TO REPAIR A Inspection Type: Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# REV-1-17-62732 $2.00 01/27/2017 Credit Card $ 114.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $114.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,1 u orize the above-named contractor to do the work stated. 2gJanuary 27, 2017 Authorized Signature:Owner Applicant / Contractor / Agent Date Building Department Copy January 27,2017 1 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 , , Tel:305-823-8008/305-397-6414 �J . ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com February 3, 2017 �7 Segarra Roofing Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 160 Northeast 111 Street Miami, Florida Inforrnation-provided'by'elient:-,...� /hermit Number: Not Provided f -Date'Completion �Felz�ira�-1;=20i=7-' oafinntractor: Segarra Roofing Project Number: 17-0129 (Testing Laboratory Certificate# 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our.test results, we conclude;that theJiistallation of the7roof tile at:the-above referenced project meets-,the test requirement outlined in the,above-mentioned protocol. Attached please find a copy_ofour test report foryour review- ,: Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation i� X- N Mo amad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 160 Northeast 111 Street Miami,Florida Submittals: Cover Page Page 2 thru 3 of 3 Drawing 17-0129 Reileh Engineering Corporation--Project Number-17-0129—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 160 Northeast 111 Street Miami, Florida Project Number: 17-0129 Test Number Test Load (lbo Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass Test 1-5 Perimeter Reileh Engineering Corporation—Project Number-17-0129—Page 3 of 3 NOt;M 5 8, 2 O1 12 P,,OOF NUMMR 0r t5t mowa _ -70 5F O PInGf CAP 15f I OCA110N M;IWTEt; = 0 m llVl�l�t;1P15%a,a= 3' L COUP _ MNM5 005 Se 1-7-0129 r EL6 CAP = 0 COUP ASA= 5'X 3' APROX,POOF t5t LOCA11ON5,AT-A5, AW 171WN9ON5 Miami Shores Village JAN 2 6 1017 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ((FBC 201 BUILDING Master Permit No. I'� 1 10(0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I G o IV f I s City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I f — 213 6 D o y - D / 3 o Is the Building Historically Designated:Yes NO v Occupancy Type: I es- Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: ) (e U f l S i City: r /4; arZ or S` State: t'G Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: L5r6 A-r N C ;V Phone# -7 f1 Address: 7 ! (7 cf �{ � Lam'- �1 �1 ��-- (Ogso v FI 'L City:_ ! G A.f State: Zip: 3 3.0 V- Cf KI 7 Qualifier Name: R n) wE Ly R i A Phone#(3oI P U 7d"P'/ State Certification or Registration#: ZC 4 0 .2 t3 3 3 Certificate of Competency#: 67 m D b I'V-6 9 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$g 6 0 1 0 0 Square/Linear Footage of Work: s Type of Work: ❑ Addition ❑ Alteration ❑ New [`]/Repair/Replace ❑ Demolition Description of Work: j4 %0t-s 0 E F r o a iii Ag—, A L y a o l r~s Te) rZ&ph,'A- Aoo tj� A.alb 4 ('. r ��A atnC� �!daS � ,r �✓�,��� . .��s;.vLl u���� L� � x/L>�� 0 5-; 1, 9'4'/ S­n, Al c Specify color of color thru tile: -r'a- A c &-r-7-A l Submittal Fee$ Q Permit Fee$ CCF$ 4 . 6 6 CO/CC$ Scanning Fee$ -I p� Radon Fee$ Z DBPR$ 2- Notary$ Technology Fee$ b- C) Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ - (Revised02/24/2014) 4h Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature_ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The �7fore going instrument was acknowledged before me this _a 0 day of ::I-N d a, 4 20 17 by �o�p-Jrd day of Gin^u a`.c"'r/ 20 by F-aa,Q 0r,w ro ccC,who ispersonally known to Ma nl ep &t�X� a-, ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification an ho did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Sign: Print: (/D✓s V 6- 5P cy27t y Print: In Seal: ,,Ar.t Seal: MARY PINEIRO +°;•••;°� CONMLO SEGARRA MY COMMISSION#FF 109491 '• Notary Public-State of Florida * * :,; s, EXPIRES:April 3,2018 Commission FF 121661 ******* 4Itip a ssi *�4i a if11 �'�a 4,11. ******* ip APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) sS.�oR s��� Miami shores Village googol"o" Building Department �,.�-- 10050 N.E.2nd Avenue 0Es 10 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 Date: 1-2d-17 10050 NE 2nd Ave Miami Shores, FI 33138 �Q Re: Owner's Name: �r�5� /��(� e Property Address: 146 A�F S e.eQ1i9! �S1W tri R-- 33/6/ Roofing Permit Number: Dear Building Official: �re-9,-e- 2certify that I am not required to retrofit the roof to wall connections of my JJ building because: iThe 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 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 2-6 day of A)-, 017 �oSpRY p`,�Q+ COWURO SEGARRA Notary Public, Sate of Florida at Large MY COMMISSION#FF 109491 nw Bonded Tn S'April 3,2018 ru Budget Nopry,Servfcee • 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 General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 ` ROOF ASSEMBLIES AND ROOFTOP STRUCTURES JAN 2 6 2017 BY:— Florida Building Code 5th Edition (2014CLff W 1 High-Velocity Hurricane Zone Uniform Permit Applicat' 0 1 1 Section A(General Information) U W 1 Master Permit No. Process No. 1 Contractor's Name ,, 11rr 1 Job Address t 4 O N r_ tl i ROOF CATEGORY 1 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE 1 ❑ New roof Repair ❑ Maintenance ❑ Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF)�)_p Total(SF) 1 I Section B(Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 LU a i t 1 CD 1 rn m 1 M 1 a) IV i O W J N z r ; o �5 1 n p C i ED L C) o O 1 _ • .. . C •< • 1 Q. W LL: • ••• •• • • a ¢i c 1 • • 61 000 1, 1 • •. • 000 ■ FLORIDA BUILDING CODE—BUILDING,5th ED113ON JAIL; : • ••••• • ••• • • 15.37 t I 1 I 1 Copyright to,or Gcens"by,ICC(AL;*RIGHTS RESERVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reproductions authorized. *r Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer:_a'"\".;.-C_"< Sp Notice of Acceptance Number: 0 (0 0 S , b 3 Minimum Design Wind Pressures, if Applicable(From RAS 127 or Calculations): P 1: P2: g P3: D..4 •-1 Maximum Design Pressure From the NOA Specific System): Method of the attachment: Steep Sloped Roof System Description Deck Type: ype Underlayment• Roof Slope: nsulation: x_: 12 Fire Barr er: Ridge Ventilation? astener Type S Spacing: g 1�1 -7-N � h�\p dhesive Type ype Cap Sheet: \ • oaf Covering: Mean Roof Height: Type&Size Drip Edge: -3 r.3 Go\u 2Ic � . . AA . . . .. . . . . . ... . . . . ... . . 123_01-48 8/15 PAGE 4 • •• •' ' ' ' +r Florida Building Code 5th Edition (2014) High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compared the values for M,with the values from M t►If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Ptc301,1 :x . I I z?.)-Mg:4,(S =1Vltt �n,-13 NOA 11* (p2:ba,l z11..2q 1 - 19.%Z.I-Mg: '(.5- MrZ 15,1-1 NOA A* (p3:lOfl. z A .2�=Zq.3 1-Mg: "'(-s=Mr32�1.(�5 NOA P4 Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below NOA A* Mr Required Moment Resistance` Mean Roof Holght — Roof Slope 15' 20' 25' 30' 40' 2:12 34A 36.5 38.2 .7 .2 3:12 32.2 -AA 36.0 37 • 2 NA 32.2 33.8 3FI 37.3 5:12 28A 31.6 32.8 34.9 26A 28.0 29 30.5 32A 7,12 24A 25.8 27.128.2 • •Mast be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F'with the values for Fr If the F' values are greater than or equal to the F,values,for each area-of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pr: z 1: = z w:= -W: z cos 0. = Fri: NOA F' (PZ: z 1: = z w:_--- )-W: z cos O = Fry: NOA F' (P3: z 1: = z w:=__)-W: z cos e: = Fra: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Heigbt H Job Site Roof Slope g Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity MR NOA AttachmeatResistanc a •'Mf • • Required Moment Resistom • Mr • •• MiA • Minimum Attachment Resists= •F' • • • • • • R lift Resistance Fr Calculated A=ET&Wcight W NOA Tile Dimensions )= •.. . NOA ' • .• •w' . . • • All calculations must be submitted to the+Bnil ' t etim of rt cation. 123_01-48 8/15 PAGE 5 ••• • • • ••• . • MIAM in MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww'w.miamidade.sov/economv Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach,FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The 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 Vaberejuesbt of the Bvidding Official. This NOA renews and revises NOA No.14-0717.'(.1;8 Ina coniis#s of pages 1 through 8. The submitted documentation was reviewecrby*Ujaspar J Rodriguez. . ••• ,• , 4*A. . . NOA No.: 15-0410.04 rsAMIJOADettxmrr Expiration Date: 09/13/21 : : �:� : : Approval Date: 08/11/16 . • • • Page 1 of 8 . .. .. . . . .• .. ... . . • ... . . ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS ,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 3'33/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced, bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 3'3 3/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10" x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location#I &#2 Polystick MTS 65'8" x 3'33/8 TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location 42 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTU D61b4 • witha sande4back face and a granule top surface. For Location#2 . • im •u se• roof tile systems. ... . . . . .. . .. . . . .. ... .. . ... ... . ... . . . . . . .. . . . . . .. . . . .. . ' •• ••• NOA No.: 15-0410.04 lRi11NIMME COU Expiration Date: 09/13/21 •. • ••• Approval Date: 08/11/16 Page 2 of 8 •. •. . • • •• •• • MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Amency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.1I TAS 103 03/02/11 P33370.04.1 I ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX23D813 TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798 &G155 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. MIAMMADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 0•• ••• • " • •• * go 2.Any other documents required by the B wilding©f�&0 go14-or+ap l�cab �e building code in order to properly evaluate the installation of this materials. . . . .. . . . . . NOA No.: 15-0410.04 Q ••• • • ••• • Expiration Date: 09/13/21 + • Approval Date: 08/11/16 e • • • • • • • • • Page 3 of 8 • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus, self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. •. • . . A . ••• ♦♦ • ••• • • • • •• • •• • • • •• ••• •• • • • • • • • • • • •• • • • •• • • • • ♦• ♦ ••• NOA No.: 15-0410.04 MLA t4=E C0 NdTY 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. Re-fasten any loose deck panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. 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 preVeditt 4iakirotw linte limitations. Ex asrjreX,i1ritatlons s MTS IR-Xe VlastSflex Tt7 * TCP Tile Pro Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 oldw • 1 SO• -I 4 180 180 180 180 Hazelton,PA N/A 90 • 1WA •1 A • ; N/A N/A 180 N/A _ NOA No.: 10.04 Expiration Date:: 09/09/13/21 • • • • • • Approval Date: 08/11/16 • • • • • • • • • • Page 5 of 8 • •• •• • • • •• •• 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. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set 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 Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens 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. Roofing Tiles (6 Max Per Stack) m 12 CL ° 6 U) IL N / to / Rbof Deck prepared with / POLYSTICKTU plus •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • ••• ••• • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • •• • • ' • •• • ••• NOA No.: 15-0410.04 MRAM14=E C04JNT Y 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 for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 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 V 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 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation& before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be actomplitetl.l:y$pDI3:ng Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 PremiurriN .Vlashino Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the;ream 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 inchesiri dither direcfiN. TlTd leldis should be installed in such a way so that water will run parallel to or over the-top of all'lap4of the pate►. . .. . . . .. . . NOA No.: 15-0410.04 E ... . . . . ... Expiration Date: 09/13/21 :.: Approval Date: 08/11/16 Page 7 of 8 ... . . . ... . . 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable 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 V .. . . . .. .. . . ... . . . ... MIAHF MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.so%,/economy ICP Adhesives and Sealants,Inc. 12505 NW 40 Street Coral Springs,FL.33065 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 tow r"b est of the By ilding Official. This NOA revises NOA 14-0805.01 and consists ofp�a�••s2 Mrbugh:ll: •. The submitted documentation was reviewed by Alex Tigera• • • • •• . ... . ... ... . • ;. NOA No.: 16-0315.01 CMIAWD�ADECOUNTY •• Expiration Date: 05/10/17 Approval Date: 04/07/16 ... ... Page I of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset®AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in 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 Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacV N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F., 2 weeks 00 . . . . . 046.0%Volume Change @158°F., 100% Humidity,2 • •• :weeks• Closed Cell Content •, STM D28;j•: ;$f°/d,• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and arespj)ject,tgnormal ryapuJacturing variation. • NOA No.: 16-0315.01 CMIAMMADE COUNTY ' ' ' ' ' " ' ' ' ...0 •0• ••• •; 0; Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Resort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 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[l] 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 Codec • • •. .. . . .. . . . . ... . .. ... .. . . . .. . •.• . ••• ••• . ' ' ' ' ' ' NOA No.: 16-0315.01 CMIAMAD,COUNTY •• +• •• 0.0 Expiration Date: 05/10/17 Approval Date: 04/07/16 ... ... Page 3 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. ICP Adhesives Polyset®AH-160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance 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 RTF 1000 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 RTF 1000 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. .. . . . . . ... .. . ... . . . . % . . . . . . . . .. . . . .. ... .. . ... ... . ... . • • • • NOA No.: 16-0315.01 QMLAMMADE COUNTY • • • • • •• • •... ••• •; ••• 000 •; 000 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 . . ... . . . . ... . . . V: . . . . .. .. . . . .. .. . . . ... . . . ... Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each 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. MIAMMADE COUNTY �ffjaw•e BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . " NOA No.: 16-0315.01 MIAMMAD;COUNTY ••• • ••• •• •• •• Expiration Date: 05/10/17 Approval Date:04/07/16 ... ... . Page 5 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 OielCthrarphplank esonmt Paddy lloe°a bTft) Flat/Low Profile Tile u"d'►rr"�,m•"; ° ' � 1. Starting at the eave course, apply a minimum 2" '`•_ vl (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. o al Ew*,ourr• ", �' ,., 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. loin.. 4 -y+2 In, Err•Cluiur• Nall through plastic cement Medium Profile/ Double Pan Tile Iwhen required) Paddy Mmaethti•I 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 Battens opdonal i� �. (109.7 cm2)–23 (148.4 cm2) square inch adhesive contact with the underside of the tile. --6w•Closure Eswe Course Ndlrhroughpl•a1"/,�..,"`� pyddrl111•na+thTil.l High Profile/Single Pan Tile tnaun requwtredl u„a rlay,two t �� f` 1. Starting at the eave course, apply a minimum 2" t, (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 :1 In.vM overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 optional - (109.7 cm2)–23 (148.4 cm2)square inch adhesive contact with the underside of the tile. i Earn Course ~�"- '`� .s • • • ••• •• •yr-"• • • • •• • i Drip edge • ••• ••• • ••• • O • NOA No.: 16-0315.01 MIAMI•DADE COUNTY ' ' ' ' ' " ' ' • - ..., •�• •; '.' '•• ': ..: Expiration Date: 05/10/17 Approval Date: 04/07/16 . . ..• . . . . ... Page 6 of 11 . . • . • . • . . . .. .. . . . .. •. . . . ... . . . ... ADHESIVE PLACEMENT DETAIL#2 IhBt6wughPhulterm r P*WYM "OA7sel Flat/Low Profile Tile 1wM+4►�ui►•d? 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy j onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 171 tin. �``� .4 the tile being set. Insure approximately 17 (109.7 cm2) Baft" —23 (148.4 cm2)square inch adhesive contact with the EavaCc m . underside of the tile. b e 2. At the second course,apply a minimum 2"(50.8mm) Fasda 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 Eare Klowro 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. Naild�wu�pbplaseiccement Medium Profile/Double Pan Tile OAen requiredl --- rPaddylMnrat6Tll.> 1. Starting at the eave course, apply a minimum 2"(50.8 und.rl•yn � `" 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 5 the being set. Insure approximately 17 (109.7 cm2)— 7�"' aIn. ',, 23 (148.4 cm2)square inch adhesive contact with the aaaero optional underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 10fn s�' x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Ew.clomrt. underlayment positioned as shown under the pan F•r•cw��• F..a, 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. •': .(7l?s*u:tiQA9 continued on next page) . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .• :. •: :. NOA No.: 16-0315.01 MIAMMADE COUNTY ••• •• • Expiration Date: 05/10/17 Approval Date: 04/07/16 ... ... Page 7 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NeilU�oughpfasir`eeRt., waarl8•ntethnl.) High Profile/Single Pan Tile (rdmn mpulmd) 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)— '* 21n "� 23 (148.4 cm2)square inch adhesive contact with the Bastens"donel ,.,- underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) E■�can. a,t;■ x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan loin. zr,. En*cksvrc portion of the tile closest to the overlock of the tile ihlpedge 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.: 16-0315.01 MIAMI•DADE COUNTY �I�� ,..., '; 'e• 'e e '; 000 Expiration Date: 05/10/17 Approval Date:04/07/16 . . e.. e . . . ... Page 8 of 11 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... ADHESIVE PLACEMENT DETAIL#3 rWI1ft0Ughpbs*CMer* Pm*(between tNeQ (when requiretli 1. On the eave course only, apply a minimum 2" (50.8 Battens optimal ° mm)x 10" (254 mm)x V (25.4 mm)foam paddy ° ►tunaertirei onto the underlayment positioned as shown, under f 1artoped 0e �,,� the strengthening rib for flat the or under the pan portion of the tile for low or high profile tile closest 4X4ib to the Overlock of the tile being set. Leave ,qtr sirgkpaae,�t approximately 4" (10 1.6 mm)up from the eave Sb*paady on edge free of foam to prevent the expanded adhesive on 2x4in from blocking the weep holes. Insure • approximately 17-23 int (109.7-148.4 cm2)of loin adhesive contact with the underside of the the tin. Uweckm" 2. Apply a4" (101.6 mm)x4" (101.6 mm)x V (25.4 mm)foam paddy onto the underlayment just below Fiat/Law PmflloTile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Naithrou0pasticornent Single paaayuntlertile pan portion of the tile, closest to the underlock for (wker►rewired) pal 4betweentiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens contact with the underside of the tile. optlanai 1 Pak!�; ontop cc (Instructions continued on next page) rtx4in. ■4iM << Sinoepaddym e �' 2In. Eave Ckwire EareCourse Fascia Medium ProtlloTlle, .. •.. . • . . . .• .• ••. •. • . . .. . ... . ... ... . NOA No.: 16-0315.01 MIAMMADE COUNTY ••• •• Expiration Date: 05/10/17 Approval Date: 04/07/16 ... ... Page 9 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) NaB through plastic Sime paddy under tile hwlhenrequired) 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x'/4" Paddy l ""ee11tik'l (19 mm)paddy on top of the eave course tile eanens surface as shown,on top of the strengthening rib optional Paddy(nder tiles for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. a=nun �,111er, .!; Install second course of tile. Insure approximately 4x4in. �.,• 9 (58.1 cm2)- 11 (71 cm2)square inch adhesive 3x4in,� , � contact with the underside of the tile at the overlap 5°"d�dy and 7(45.2 cm2)-9(58.1 cm2) square inch rtoopoftie E., adhesive contact with the underside of the tile at a.; the head of the tile. Continue in same manner. Eme Course ascia Weephole loin tin. edge osure Dri High Profile Tile .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . ... ... . ... . • • NOA No.: 16-0315.01 MIAMFDADE COUNTYM ' •' ' • e r ••• •; '•' '.. Expiration Date: 05/10/17 Approval Date: 04/07/16 . . ... . . . . ... Page 10 of 11 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" t)Placectwith he pantile.adhesive ieve65to70sq in. Steep requirpitch ed) 50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact with the pan tile. (when required) ( ) ( ) ( ) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as tot in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Than install the tile.Ensure 20 to 25 sq.in.contact area. ° tiles from rocking until adhesive has a chance to Underlayment cure. ° ° o 2. Continue in same manner bringing two pan ° courses up toward the ridge. Insure approximately 65 (419.4 cm')—70(451.6 cm') square inch adhesive contact with the underside sheathing of the pan tile. Eave closure (mot•rshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pantiles.Ensure cave end ofpan and cover tiles areflush ateave lint. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm') -25 (161.3 cm') square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .. ... . . . . . .. . . . . . . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ••• ••• . " ' ' • • NOA No.: 16-0315.01 MIAMFDADE COUNTY • • • • • • • Expiration Date: 05/10/17 Approval Date: 04/07/16 ... • . ••• . • Page 11 of 11 . f MIAMI-DADE COUNTY MIAMFQADE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadEgov/economy Sulacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Miami,FL 33166 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: Altusa"S"Clay 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 shgtl•be11oyi*d.%tte}tsgrby the manufacturer or its distributors and shall be available for inspection at the job site at'the regtiesfVthc:B%IViAg Official. . . .. .... .. . . . ... This renews and revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Ju an E. Collao, R.A. . . . . . . . . . . . . .• . .. • NOA No.: 14-0605.03 MIAMFDADECOUNTY Expiration Date: 08/26/19 �:• :.: •:• : Approval royal Date: 08/28/14 Page Iof7 . .. .. . . . .. .. ... . . . ... . . • i r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de C.V. and distributed by Sulacer USA, Inc., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile, one-piece, `S' shaped single roll clay Width: 10.75" tile with a nominal 2-% inch headlap. For direct Thickness: 0.46" deck nail-on,mortar set,or adhesive set Height: 3.6" applications. Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at hips, Width: varies rakes, ridges and valley terminations. varying thickness Manufactured for each the profile. 2.1. MANUFACTURING LOCATION 1. Pimienta Cortes,Honduras 2.2. EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Report Date American Test Lab of South RT0426.01-11 ASTM C 1167 05/07/11 Florida American Test Lab of South RT0706.01-11 Static Uplift Testing 07/11/11 Florida TAS 101 American Test Lab of South 2397-116 ASTM C 1167 06/28/07 Florida American Test Lab of South RT0712.02-13 ASTM C 1167 07/19/13 Florida •• • • • ••• •• American Test Lab of South 1� 7):4. 2;1 j ; ;• ASTM C 1167 07/29/14 Florida •' • • •• •" '• American Test Lab of South RT0808.01-14 Aerodynamic Multiplier 08/13/14 . ... ... . ... Florida lestiring Moment Calculations . . . . . .. . . . . . .. . . . .. . NOA No.: 14-0605.03 MIAMFDADE COUNTY Expiration Date: 08/26/19 • ••• ••• Approval Date: 08/28/14 • • • ••• • • Page 2 of 7 •. .. . • . .. •. • . • ... . . • ... The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick-Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-01 TAS 102 October 2001 Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• . •.• •:0 . . . . .. . . . . . . .. . . . .. . . NOA No.: 14-0605.03 MIAMMADE COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 3 of 7 ... . . . ... . . 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 3.8 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Altusa `S' Clay 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) Altusa "S" Clay Roof Tile 6.5 1.56 0.9 Table 2: Aerod namic Multipliers - (ft) Tile A,(ft) X(ft) Profile Batten Application Direct Deck-Application Altusa "S" Clay Roof Tile 0.269 0.291 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) 2": 12" 3": 12" 4": 12" 5": 12" 6": 12" 7": 12" or greater Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Batten Direct Deck D Deck Deck Deck Deck 4.70 4.71 4.63 4..65 4.54 4.57 4.43 4.46 4.30 4.34 4.16 4.21 . ... . . . . .. . .. . . . .. ... .. ... • . . . . . . . . . . .. . . . .. . MIAMMADE COU NOA No.: 14-0605.03 • •• Expiration Date: 08/26/19 Approval Date: 08/28/14 • • "' ' ' ' Page 4 of 7 • • ... . • • ... Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Me hanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19/32" plywood) Altusa "S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 .#8 Screw 28.7 28.7 18.1 2 48 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa "S" Clay Roof Adhesive 29.3 3 Tile 2 See manufacturer's component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3M 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa "S" Clay Roof 3M'M 2-Component Foam Roof Tile Adhesive AH-160 5 a Tile 3M" 2-Component Foam Roof Tile Adhesive AH-160 38.7 3M- 2-Component Fpan.Rpof TiLeM4esiyp AH-160 52.05 s 4 Large paddy placement of 63 grams of 3M 2-Com onen!Foam go(; *IeZ4Jhesive AH-160 5 Medium paddy placement of 24 grams of 3M'M 2-(;Q ipPw4nt'F,dan't 0bot TQe Uhesive AH-160 6 Large paddy placement of 70 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160 NOA No.: 14-0605.03 MIAWDADECOUNTY Ex iration Date: 08/26/19 •• ' ' ' • • • Approval Date: 08/28/14 i i•'•i i i i i•�.i Page 5of7 1 . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbo for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa "S" Clay Roof Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA"S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. . ... . . . . .. . • • • • • •• • • • • • •• • • • •• • NOA No.: 14-0605.03 QMIAMMI-DMADE COUNTY Expiration Date: 08/26/19 • ' ••• • • ••• Approval Date: 08/28/14 • . • ••• • • ' Page 6 of 7 • • • • • • • • • • • • ••• • • • ••• PROFILE DRAWING • 18-3/4" 10-3/4" ALTUSA `S' CLAY ROOF TILE . .. • . • . •••see . • . . . • • • END OF THIS ACCEPTANCE . . . ••.. . . . . . ... . • NOA No.: 14-0605.03 MIAMFDADE COUNTY jms Expiration Date: 08/26/19 l ••• • . • y ••• • • p • Approval Date: 08/28/14 i i•••i i i i i•••i Page 7 of 7 ••• • • • ••• • •