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RF-16-2818Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RF -10-16-2818 Permit Type: Roof Work Classification: Tile Permit Status: APPROVED Issue Date: 10/1812016 Expiration: 04/16/2017 Parcel Number Applicant 1234 NE 101 Street Miami Shores, FL 33138- 1132050080030 Block: Lot: JANN & DAVID RUFENER Owner Information Address Phone CeII JANN & DAVID RUFENER 1234 NE 101 Street MIAMI SHORES FL 33138-2609 Contractor(s) HIGH POINT ROOFING CORP Phone (305)801-5332 CeII Phone Valuation: Total Sq Feet: $ 20,000.00 4200 Type of Work: Re Roof Additional Info: RE -ROOF TILE TO TILE Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: ' Amount $500.00 $12.00 $5.25 $5.25 $4.00 $350.00 $9.00 $16.00 $901.50 _3 Pay Date Invoice # 10/18/2016 10/18/2016 Bond #: 3231 Pay Type RF -10-16-61685 Check #: 3530 $ 401.50 $ 500.00 Credit Card $ 500.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit 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: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction - r� • nin • Futhermore, I authorize the above-named contractor to do the work stated. October 18, 2016 gnature: Owner / Applicant / Contractor / Agent Building Department Copy Date October 18, 2016 1 • • BUILDING PERMIT APPLICATION ▪ BUILDING ❑ ELECTRIC Q"ROOFING ❑ REVISION 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 71743 ) OCT 18 216 Master Permit No. Sub Permit No. ▪ PLUMBING ❑ MECHANICAL OPUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: a 3 r /v E /O/4 FBC io1q R.c (0- Z.316. EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: Miami Dade Zip: 93/ � g Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): Tion0 J L1 fen err Address: Flood Zone: BFE: FFE: Phone#: 305 8869 8a7/ l22( /tJC /o' i'. City: If/% State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOfR:`Company Name: �j,6 /'?I//il ( oo-r4Jj etrp Phone#: _9 OS- 6045-- ?_ Address: //��6 7`r o /c) t) �L' //S'� J City: /!7t/ State: Qualifier Name: /C,V l t De/cg State Certification or Registration #: DESIGNER: Architect/Engineer: Address: C� /326/a/ y//ei- y/ Value of Work for this Permit: $ NUP Zip: 5,7U Phone#: Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New [Repair/Replace n Demolition �u-/4 z -,/-P 47/"._ Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) cO/cc $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address Al City State , Zip Mortgage Lender's Name (if applicable) AI/4 / ,�/ Mortgage Lender's Address /I///`1 City State Zip N/4- 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 o 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 — GZn/!L OWNER or AGENT The iinrgga3 g instrument was acknowledged before me this P/-6 day of Stpt-ern h�/ , 20 /4 Joann 6Gfr epler- , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: , by Sign: Print: Seal: as 4' - - 1r . ry are', c •f Florida 5 • ; L&U » • = My Comm. Expires Aug 7, 2017 pac Commission # FF 043200 GF F\V Bonded Through National Notary Assn. soitte *********#* APPROVED BY (Revised02/24/2014) gy CONTRACTOR The foregoing instrument was acknowledged before` me this Pie day of J--yj-/-eni t/ , 20 / 4 , by PJfjVS/4/G//- , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: l % f'716411-'4"4" - ``pRY P q SELLE GOMEZ Seal: C S°+,;#�s Notary Public - State of Florida •i My Comm. Expires Aug 7, 2017 4. Commission # FF 043200 Bonded Through National Notary Assn. as Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: tT Owne State o lorida County of Miami -Dade The foregoing was acknowledge before me this By JANN RUFENER Not r" SEA day of 20`,l ' . who is personally known to me or h as identification. 0 .- k:it MY COMMISSION # FF 120123 wti EXPIRES: May 6, 2018 or 0.0c, Bonded Thru Budget Notary Services High Point Roofing Corp. 6410 NW 2 St. Miami, FL 33126 305-801-5332 786-286-4732 CCC# 1326101 September 25, 2016 State of Florida County of Miami -Dade Before me this day personally appeared Benito Sibila who, being duly sworn, deposes and say: That he or she will be the only person working on the project located at: 1234 NE 101 ST Miami Shores, FL 33138 Sworn to (or affirmed) and subscribed before me this 26 day of September, 2016. BY: 11CP. _ WY. Ben o Sibila Personally know NOTARY: if/1 HENISSE CARRERA MY COMMISSION # FF 120123 EXPIRES: May 6, 2018 BondedThru Budget Notary Services 6410 NW 2ND STREET MIAMI, FL 33126 Title VP SIBILA, BENITO, SR 6410 NW 2ND AVE. MIAMI, FL 33126 Annual Reports Report Year Filed Date 2014 04/29/2014 2015 03/12/2015 2016 04/15/2016 Document Images 04/15/2016 -- ANNUAL REPORT 03/12/2015 -- ANNUAL REPORT 04/29/2014 -- ANNUAL REPORT 04/29/2014 -- Amendment 11/14/2013 -- Amendment 04/01/2013 -- ANNUAL REPORT 01/12/2012 -- ANNUAL REPORT 02/02/2011 -- ANNUAL REPORT 10/15/2010 -- Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Copyright © and Privacy Policies State of Florida, Department of State FLORIDA DEPARTMENT OF STATE DIVISIONWF CORPORATIONS Detail by Entity Name Florida Profit Corporation HIGH POINT ROOFING CORP Filing Information Document Number P10000084685 FEI/EIN Number 65-0643237 Date Filed 10/15/2010 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 04/29/2014 Event Effective Date NONE Principal Address 6410 NW 2ND STREET MIAMI, FL 33126 Changed: 04/15/2016 Mailing Address 6410 NW 2NDSTREET MIAMI, FL 33126 Changed: 03/12/2015 Registered Agent Name & Address SIBILA, BEN 6410 NW 2ND STREET MIAMI, FL 33126 Officer/Director Detail Name & Address Title VPD SIBILA, BEN 6410 NW 2ND STREET MIAMI, FL 33126 Title P SIBILA, BEN Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: A ,u t.J R v-ce +-1(- Property Address: 123 4 1.1E 101 s -r - Date: 006 Roofing Permit Number: Dear Building Official: AN At u Fe N E Qv certify that I am not required to retrofit the roof to wail connections of my building because: t ?t just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ai 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) J4Af /11iGei1/6.e 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. Swom to and subscribed before me this 2V day of Qfrike/ Notary Public, Sate of Florida at Large d�rA_ALALw LA s w �lPRy Pue i,� GISELLE GOMEZ (0; Notary Public - State of Florida � 9,��� a: Commission # FF 043200 �`°OF F�, When the just valuation of the structure for purpose of ad valorem t� s ationiifiigi fo or erlla Dd9tot7)airditb6ni as not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a Genera CoTrac� oheioto�connectionFlumcY nrM ibgation. 17 Revised on 5/21/2009 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) It No. Process No. Name ❑ Low Slope D Asphaltic Shingles J z c z Neer Roof J < I = o I- z Q Low Pope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1- L.; z N BLDG DEPT /23 tiE %o/ 5 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles D 0 Prescriptive BUR -RAS 150 ROOF TYPE r)(. Re -Roofing 0 Recovering Mortar/Adhesive Set Tile Wood Shingles/Shakes Are there Gas Vent Stacks? Yes❑ No Type: NaturalD LPGX❑ 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION z < O ›- CL d Z C 8 • Section B (Roof Plan) SKetch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow setip& rs and overflow drains Include dimensions of sections and levels, clearly Ident dimensions of elevated pressure zones and location of parapets. �/6 8 L/68 #acvf■ �#r - i ■ rirr ■■ffff ■ � .. 1 1J _ ■-. tri tri • Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Svsteml Roof System Manufacturer: nbr/ ,dot/ti �L Notice of Acceptance Number: /3 --07Z3, OS Minimum Design Wind /Pressures, if Applicable (From RAS 127 or Calculations): P1: 7, V P2: /3•14 P3: ?3- 1/1 Maximum Design Pressure <( e/-'</ (From the NOA Specific System)): �� ' // Method of tile attachment: (4//i /RT 44, tO/(/ ����7Z • Roof Slope: ,/ :12 Steep Sloped Roof System Description Deck Type: 5/, ey ype Underlayment: nsulation. 0 Fire Barrier: astener Type & Spacing: dhesive Type: Ridge Ventilation? ..� . Mean Roof Height:: �J•. . .. ... .. . D //c MS Aka% lz,<< fPs Trio/usli�� . ype Cap Sheet. . .. .... .... . ... ..... ..... • .. . . .. . • .. . . • • • IWPAis oof Covering: S VCtJ1 9lV Type &Sze Drip 7 Edge: -.- • - • • --. • .. .....• ...... . .......... ............ .... ...... • 3 X3 ig-ai z6 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 Mrwith the values from M* lithe Mi 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 Calcul tions Per RAS a-eiel (P1: _.21.. ! x k' 3/3 = 124V) -mg: • 03 =m,., z/ NOA M1 ' - ' I (P2: toil. i i A. X3/3 = /2 4Z) -'Mg: 8 = M, / 3.29 NOA i 12.1 `/(G�itG / (Pa: loon x A. 3/3 = 3/-S'�, S/Z ) - Mg: A e'3 = WI QI NOA 114, .�2� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA 11 Mr Required Moment Resistance* Moan Roof Height - Roof Slope ( 15' 20' 25' 30' 40' 2:12 34- 36.5 38.2 39.7 42.2 3:12 Cib 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 27.1 282 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. Compared the values for F' with the values for Fr. If the F' valves are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pl:-__xl:_=_x w: )-W:_xcos 9:_= Fri: (Ps : _-__ x 1: _,_= - s w: = -) - W: _ x cos 0: = Fr2: - (Ps :_xl:_=_x w:= )-W: xcos 8:_-= Frs:- NOA F' NOA F' NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity Mg NOA Attachment Resistwwce.. • Me• e Required Moment Raisin= • t• I ! •NQ�,�q,NQ�A�• ted henimum Attachment 1; • • • 14 • • • bl(JA�• • Required Uplift Reaiai ce• , ; ' . • : Cteuktell Average Tile Weight W NOA Tile Dimensions • .. 1- length w=_.widd1. NOA All calculations must be tub*iitted to the Building Official at ambit= °permit application, .. • • • • •• • . .. • • • • . • • •. • • •• • ••• • • • • ••• • • • • • • • • . • • • • • • •• •• ••• • • • • • . • • • • • •• •• • ••• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. f- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be mailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 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. 11— 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 may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. r er/Ag- sig ature Date /295/ /0/5 Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number • • • • • • • • • . • • •• • • • • • • • • . . •• • .•. • •.• • ••• • . • . • • • . • • • . • . • • • • .• • • • • • • • • • •• • • •• • • •• •. • • .• • ••• • . • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mi amidade.cov/economv 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 ;egpesr of Yh% Bui ling Official. • • • . • • • • • This NOA renews and revises NOA No.14-&7.17.4 atctcln$[sl$'Qf ptgcs 1 through 8. The submitted documentation was revieweny fi'alpat'1 Ro"driguez.' filAM40ACE COUNTY Y APPROVED • •.• •• • • • • • •• • • • •• ,• • • • • • • •J • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • O • • •• t• • • • •• •• ••• • • • ••• • • NOA No.: 15-0410.04 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: 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 MAH4OAfE COUNTY l.PF JJYED Dimensions 65' x 3'3-3/8" Or65'x3' 60 mils thick 61' x 3'3-3/8" 60 mils thick 61' x 3'3-3/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3-3/8" 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 • 'AMA 13 416 • •• • •• • .• .•. .• • 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, nded back face and a granule top surface. For • minrb.of tile underlayment systems. . . • .•. . •.• • •.• •• • • .• . . •• . • • . •• •• •. •• •• •• • • • • . • • . • . • • • •• • • •• . . •• • • • . • • • *00 . • • . 00* • • • • • • . • • • • . • ... • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • 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 Trinity1 ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08 -R1 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 RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 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 Builainale.ai &.appiiosbl : building code in order to properly evaluate the installation of this materials. .• ••• . . . . . .• • • • . • • • .. .. MIAMIDADE OUNTY APPROVED • ••• • • • • • •.. • • •• • • • • . • • . • •• •• • • •• • • • •. •• •. • • • • ••• • • • • •• •• • ••• • •• • • • •• . • . • • • •• •. . . • • .. •. • • .•. . • • 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: MANMADE COUNTY APFF.lJYEJ 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) 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. • .. ••. • . . . • .. • . . • • • • • .• •.. •. . . • •• • ••• . .•• •• . . .• • • . •. • •. •• • . . •. • • • • • •• • • •• .. • • ••• 0 • • . • • • • • • . . • •• •• ••. • • • •• • • •• •�. •.• • • •• • . ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • .•• • • 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. 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-V2" 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 pre dfd t4i4n tpn:ljxflltations. • E,xpbiui'e tii$it3tiaRC (D' s) MTS IR -Xe elastou'ex S6 G ••TU' Plus • 'It $' Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 • +80 • 180• • 180 • • • 180 180 180 180 Hazelton, PA N/A90 : : N:A - • • • 180: • 1+//1 : N/A N/A 180 N/A • •• •• • • • •• • • • • •• • • •• • • • • ••/1 • • • . • • • • • • • • • • ••• • • • • • • • • • • • 1 • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 15-0410.04 Expiration Date: 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 61 G20-3 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 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. 0 w CO Roof Deck prepared with POLYST1CKTU Plus PiAMFOAOE COUNf1 Y 6 Roofing Tiles (6 Max. Per Stack) 12 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • •• •• • • • • • ••. . • • • ••• • • • • •• • •• • . •. • •• • •••• •• •• •• • . • • • . . •• • • • •.• •. •• • • • •• •. •.• • •• •• ••. . • 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 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 5/8" 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"/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 tribe lty applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Po1yp11.Ls 50 negolunnv FJ$slfiug Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 igB.Freshag t;emant+tathe 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 iurlles in eithQr.directipn. e repair should be installed in such a way so that water will run parallel to or:oZer ttie topofa11 taps of the patch. •• • • • • • • • • • ..• •• • ..• • • ••• • • • • I4AM MADE COUNTY APi'FOY1 000 • • • • .. • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • 110 • • • • • • • ••• • • • .•• • • NOA No.: 15-0410.04 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. RRANFOADE COUNTY END OF THIS ACCEPTANCE ....... . .. .. • • . . • • . . .. ... .. • .... • ... . ... . ... • • • .. • • . . ... • .. . .... •.. .. .. ... . • • ... • • • . • . . . . • . ... • • . • .. . • • • .. .. ••• • • ... • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 MIAMIDADE td� i til DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 L•vine, CA 92618 MIANII-DADE COUNTY I'RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade4 ov/cconomv SCOPE: This NOA is being issued udder 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 NW. clall be.proyidesi tp tlh,user by the manufacturer or its distributors and shall be available for inspection at the jop sit ::t tiit: e'uestaf�h: Building Official. •••' ••• •. This NOA revises NOA No. 12-0222.03 and consists of pages i tiurough 10. The submitted documentation was reviewed by Alex Tigera. • ..• . ..• •• • .• • •• • ••: :. • %+ -i .. • /-:fly ••. •• • • • • •• • • • • • • •• •• • • . • ••• • • • • . •• • • • • ••• • • • • • • .•• . • • • • • • • . • • . •• .• • ••• • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: 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 does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900 -Slate 1= 17" w= 13" thickness = 1-5/32" Saxony 900 -Split Shake Saxony 900 -Shake 1= 17" w= 13" thickness = 1-9/32" 1=17" w= 13" thickness = 1-9/32" Trim Pieces Length: varies Width: v•anes•.. • • varying the iknen • • MIAMI: ADE COUNTY APPROVED Test Specifica tions TAS 112 TAS 112 TAS 112 TAS -l12 • • • •• .•• •• . • • •• • ••• • .•• • • • • • • , • • • • • •• • • • • • • •• • • •• ••. • • ••1 . • • • ••• • • • • • • • • • • • 1,4 • • • .•• • • • • • • • • • • . •. • • • . ••d • • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • Product Description Flat profile, interlocking, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Flat profile, interlocking, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Top surface available in 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Test Identifier 7161-03 Appendix 1II 94-084 94-060A 25-7183-6 Test Name/Report Static Uplift Testing TAS 102 & TAS IO2(A) 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) 25-7183-5 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) 25-7214-1 Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) 25-7214-5 Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) 7161-03 Wind Tunnel Testing Appendix Il TAS 108 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing TAS 108 (Nail -On) P0631-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Project No. 307025 Wind Driven Rain Test #MDC -77 TAS 100 RI.894 Physical Properties R2.8.94. ... TAS 112 • • • . • •• R3:894 • 5201%-1 • pltic Uplift Testing 520TT1-4' •• ' • `PAS 101 520191-1 Static Uplift Testing • ••• • ••• • TA8.101 •• • • • • • • • • • • • • • • •• • •• .• • • . • • • •• •• • •• • • •• •• . • • • • • • ••• • . • • • • • • • • • • • •••• • . • • • • • • ••• • • . •.• • • • • • • • • • • • • • •• •• Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Walker Engineering, Inc. Evaluation Calculations Nutting Engineers 130 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 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. • • fie* • • • • • • • • • • • • • • .• ••• .. • • • •• • ••• • ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • • 000 • • • • 0,641 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • 410 • • ••• • • • 6410 • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 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 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) • Tile A. (ft3) X (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 MIAMI•DADE COUNTY APPROVED •• ••• • • • • i •- • • • • • • • • • •• ••• •• • • • v• • ••• • ••• • ••• • • • V • • • J • • • • • h • • • • •• • • • • • • • • • •• • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • Y ••• • • • • • • • • • 1 • • • • •• •• • • Y •• •• ••• • • • ••• • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 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 Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.93 Polyfoam PolyProM 40.4 3 Large paddy placement of 45 grams of PolyProT"'. 4 Medium paddy placement of 24 grams of PolyProTM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile •• . . ••• ... • .. • • Tile. • •• .... Appaioat+oM . •Resistance . . . ... . Minimum Attachment MonierLifetile Saxony 900 • • • • • Oorta7 get: • • • 43.95 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar �. •••• •�•• ••••• •••. ••• IN • . . . . . • . . .. • . . . . . . . . .. . . .. . . .• .. . • • . • .•. • • • • ••. • . . . . . • . . ... . • . • . . . . • .. •• • • • ... . • • ••• • . • • • • .. • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR 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. MIAMI•DADE COUNTY APPROVED •• •.• . • . • . •• • • • • • • • .• ••• .• . • . •• • ••• • ••• • ..• •• . • • • • • • • • • • • • • • • • • • • • • • • • • • . •• . • •• . . •. • • • • • • • • • • . • . . • • • • • • • • • • • • • • • . ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • ••• • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 NAIL HOLES PROFILE DRAWINGS MIAMI•DADE COUNTY APPROVED UNDERLOCK SAXONY 900 - SLATE •• ••• • • • • J •.. • • • • • • • • • •• ••• •• • • • •• • 64041 • U•• • ••• • • • • • • • J • • • • • • f • • • '; ;. ' .'. •;, •' ; • ; ;. NOA No.: 13-0723.05 " ' ' ' • • Expiration Date: 04/26/17 Approval Date: 09/26/13 •..• • • • • ••• • • Page 8of10 • f • • • • • • • • • ••• • • • • V Y • • • • • • • • •• •• • • • •• •Y ••• • • • ••• • • NAIL HOLES 17" Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush MIAMI-DADE COUNTY APPROVED SAXONY 900 - SPLIT SHAICE .. ... . . . . . .. . • • • • • • • • .• ••• .• • • • .• • •.• • •.• • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ..• • • • • .•• • • • • • • • • • • • • • ... • • • • • • • • • • • • • • •. .• • • • •. •• 000 • • • 000 • • 1-9/32 " (Shake) NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidad e.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: 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 therequest •of the Building Official. • • .••..•.• This NOA revises NOA 14-0805.01 and a 1sists:14 a :through.l 1. The submitted documentation was reviewe€by t ex. igera.: . • • • MIAMI-DADE COUNTY APPROVED .•• . . • . •.• . • • . . • . . • • • • . ••• . • • • . . • • . • • . • • .• .. . . . .• •. ••• . . . •.. • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Specifications ICP Adhesives N/A TAS 101 Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30&100 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 •• ••. • • • • • • • .• . . • • Results 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks • •+§(�'/° Volume Change @158°.F., 100% Humidity, 2 •..wwgks • • "Ag::86410 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods apt argsubjgetrtoyermri iawfacturing variation. • • • • a. • • • • • MIAMI•DADE • COUNTY • • • • • • • • • • • • • • .• • • • • • APPROVED .•• • • • • • • • • • • • ••U • • • • • • • all •• • • ••• • • • ••. • • • N • • • • • • • • • •• •• ••• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 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 61G20-3 of the Florida Administrative Code. .. ... . . . . . • • .. • • .•• . ... . ... • • • • • • • • • • • • • • • • • • • • •• • • .• •• •• •. • • • .• ... .. • . ... • • • . . . •. • . . • ... • • • . . . . . . . • . • .. . . . .. .. 41.. . . • •.. • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 3 of l l INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives 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 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 (13). 6. ICP Adhesives Polyset® AH -1 60 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 •• ••• • • • • • • • • • • • •• • • • • . •• 1•l • ••• • ••• • • •• •• • • .• . • • • • • • • • • • •• • • • • •• • • ••• ••�• ••• •• • • • ••• • • • • ••• • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • • ••• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Eave Course - Flat, Low, High Profiles Flat, Low, High Profiles Flat Profile All Eave Course 17-23 sq. inches Minimum Paddy Gram Weight 45-65 #1 17-23 sq. inches 45-65 Low Profile #2 10-12 sq. inches 30 #2 12-14 sq. inches 30 High Profile Flat, Low, High Profiles #2 17-19 sq. inches 30 Two -Piece Barrel (Cap Tile) #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy 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. MIAMI.DADE COUNTY APPROVED 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 • • • • • • • • • • • • • • I• • • • •• • • • • • • • •• •• • • ••• • • • • •• • • • : • • • • • •• • • • • • • • •1 • • • • • •• •• •• • • •• • • • •• • ••• • ••• • • • • • • • I • • •. • • • • • •. • • • • • • • • • • •. •• • • • • • • ..• • • • • • ••• • I • ••• • • • • • • • • • • •j • • • • '..• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall llruuglhplid ict nwm-- (when r•quirrdl + ` t _ , PadcFj lB•n•rehTil•I lhudel.' MIAMI•DADE COUNTY APPROVED • ••• • • • • • • •• • • Y •• • • • ••• • • • • • • • • • • • • • • r • • • • • • • •• •• • • Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. 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. • • •• • • • r•• • • •. • • • • • ••• • • • •• ••• • • • • • • • •••• • • • • • • • • • • • •? •• • I • r•• • • • • ••• • • • • • • • • • •• •• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page6ofll ADHESIVE PLACEMENT DETAIL # 2 Ochil through plastic cement when requiredl Underlrym,.ne -Paddy isSantath tila) Raltens optional 1. Eay. Court. 2X-ff� Ea4. ammo Paella MIAMI-DADE COUNTY APPROVED .. • • • Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (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.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI-DADE COUNTY APPROVED • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (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. •• ••• . • • • • •• • • • • . 1 .. ... .. . .. • •.. . •.. . •.. •• . . • •• . • • •. •• • • • • . • • • • •. •• . . •� • • • • . • • •• • • .. ••• • . • . ... • • • ••• • • • . .• . •• • ••• • • • • • • • • • • . • •• • • • •• •• •• •• ••• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddy (between tiles] (when requ redl Battens optional Padldy lender tile) , x d in, mg le un Single paddy on undertaymen fascia '—Gave Closure FlatlLow Profile Tile Nailthrough plastic cement Single paddy under tile twhen •required) Paddy/Paddy lbetween tiles) (under tiles EaveCourse MIAMI•DADE COUNTY APPROVED Medium Profile Tile Eave Closure Fasda • • 00* • • • • • • • • • • •• ••• •• • • • •• 1 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave 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) • • • •• • • ••• • •• • ••• •• • • •• • • • • • • • ••• • • • • • • • • • • • • • • • • •. •• • •• • • •• 000 • • . • • • • • • • • • •• • • • • • • ••• • • •• • • • • • • • • • • ••• • • • •• .• NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nati through plastic • Single paddy under tile (when required) Battens opdonal y y Siegle ppaad�dy *onunderiaymen Ax din. Paddy ibetween tiles) Paddy [under tile) Single 2 x d in paddy on top of We -- t0 in. Fasda Weephole Eave dosure Drip edge MIAMI•DADE COUNTY APPROVED High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (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. • • 600 • • • • • • . • • • • • • • •. •.. .• • • . •. • ••• • ••• • • • • • . • • • • • • 110 • • • • • •• • • •• • • • • • • •i• • • • • • . • • • • • • •• • • ••. • • • • •.• • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan die. 2) Turn covers upside down.Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Steep pitch applications when required) Eave closure (motar shown) Sheathing Weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile MIAMI•DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with 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 • •• ••• • • • • • •• • • •• • • •• ••• •• • • • • • •• ••• •e. • ••• • • • • • • • • • • • •• • •• • • • • • • •• • • • • 4 • • • • • •. • J • • ••• • • • • • • • • • • • • • •• •• •.• • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• • •' • •• • NOA No.: 16-0315.01 Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 11 of 11 RE: Permit # RF -10-16-2818 V BENITO SIBILA Miami Shores Village Building Department INSPECTION AFFIDAVIT (Print name and circle License Type) License #: CCC1326101 On or about 1'nf26k @- ft: ?. (Date & time) Secondary water barrier work at 1234 NE 101 STREET MIAMI SHORES, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553 :44 F.S) licensed as a (n FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: Contractor / Engineer / Architect, , I did personally inspect the roof deck nailing and Signature State of Florida County of Dade: ;'7 51d/c 4 The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 31 day of et-; /4p 4°`AY•° HENISSE CARRERA Notary Public, Sate of Florida at Larg: L4 , v41 f'oF Fly MY COMMISSION # FF 120123 Tay. I : ° 8oaded Thru Budget Notary Services *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 -1 emu ,z s, re' A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ROOF PROBLEMS??? UPLIFT TEST EXPERTS ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMFItslSICE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: 331 toto 014 V;0 FC NC IZ Job Address: /2 3 7C.As; `a/ — A"%2 // c�4/7 /27J' 7 t Roofing Contractor: ,41A Type of Tile: X oTV/�G✓7 77�-c // Date installed: // Approximate Roof Height: /2— feet Roof Pitch: 3 Z-- Type of Access to Roof: — Scaffolds Ladder Other Approximate Square Footage of Roof: 'VZ• O ft 2 Permit#: 't - /4 — 2fs/e- Required Testing Force: 35 lbs. Date Tested: /2 —Z Testing Equipment: F.G.E. 100 FEST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST FEST LOCATIOA UPLIFT PULL TEST "EST LOCATION UPLIFT PULL TEST 1 p1�� 26 p!,33 51 p 76 p 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 '56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 35 60 4,5_ 110 135 11 36 61 86 1.-4,,,..5 111 136 12 37 62 112 137 13 38 63 88 113' 138 14 39 64 89 114 139 15 40 65 90 1 16 41 66 91 ro A 1 '1.. 17 42 67 92 1 18 43 68 93 . 8 1 19 44 69 94 20 45 70 95 i10 21 46 71 96 Sb121 X146 22 47 72 97 j 122 147 23 48 73 98 i_ •' :,148 24 49 74 99 124 .149 25 IIIII., 50 IJi,,,,,,53, 75 --17,44..s7 100 125 150 IN ACCORDANCE WITH THE CR TERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED Jose A. Martinez P.E. # 031509 A-1 CONSULTING Lab. Certi ic. ': - 07-0306.03 Renews: 01-1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740-9550 • Fax (305) 740-9550 ENGLISH: Cell (3051 609-6388 • SPANISH: Cell (3051 498-9804 A-1 CONSULTING ENGINEERS INC. ROOF STI CTU ES CONSULTING UPLIFT TEST EXPERTS LAB. CERTIFICATION No.01-1224-5 4383 SW 70 CT,. MIAMI FL. 33155 TEL.305-740-9550 FAX.305-740-9550 Owner's name: •541 N N ' U i 0 av rE NG cL Permit#: 6212 - c0 - 1, - a Fs Job address: 1234 NE 101 ST MIAMI SHORES FL Roofing contractor: HIGH POINT ROOFING Type of tile: BORAL FLAT TILE Date installed: Approximate roof height: 12 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 42,00 ft2 Required testing force: 35 lbs Date tested: 12/20/2016 Number of tests: 86 SKETCH OF ROOF 78 71 72 75 E5 EP 69 73 76 82 77 78 85 7d 81 54 59 S8 57 56 39 53 7; 54 E3 Reviced: ASH Date: 12/20/2016