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RF-18-1915Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 7/17'2018 Permit NO. ;y F-7-18-1'915 Pe chit T, ype Roof WorkCiass►ficatiorl Tile Pennit Status: "APPROVED Expiration: 01/13/2019 Parcel Number Applicant 9942 NE 4 Avenue Road Miami Shores, FL 1132060171220 Block: Lot: WARREN WILSON Owner Information Address Phone Cell WARREN WILSON 9942 NE 4 AVE RD MIAMI SHORES FL 33138-2480 Contractor(s) Phone CeII Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: RE -ROOF CLAY TILE TO CONCRETE TILE Classification: Residential Scanning: 4 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 $15.60 $4.50 $3.00 $5.20 $300.00 $12.00 $20.80 $861.10 Pay Date Pay Type Invoice # RF-7-18-68245 07/17/2018 Check* 13073 $ 861.10 $ 0.00 Bond #: 3830 Amt Paid Amt Due $ 25,600.00 2587 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 an oning. Futher ore, I authorize tl bove-nod contractor to do the work stated. Authorized Sign ture: Owner/ Applicant / Contractor / Agent July 17, 2018 Date Building Department Copy July 17, 2018 1 INSPECTION RECORD POST ON SITE Miami Shores Village 10050 N.E2nd-Avenue Miami Shores, FL 33138=0000 [Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. F-7-18-1.915 Permit Type:' Roof 'Work.Classification: Tile am Issue' Date: 7/17/2018 INSPECTION REQUESTS (305)762-4949 REQUESTS ARE.ACCEPTED•DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Roof Expires: 01/13/201.9 Parcel #.:1132060171220 Owner's Name: WARREN WILSON Job Address: 9942 NE 4 Avenue:Roa Miami Shores, FL B9nd Number: 3830 ;Contractor(s) ' ISAACS}ROOFING &'INSULATION C (305)234- 1 Owner's Phone: Total Square.Feet: 2587 Total Job Valuation: $ 25;600.00 K IS ALLOWED MONDAY THROUGH"SATURDAY. OAM - 6:OOPM:`NO WORK IS ALLOWED ON DAY OR HOLIDAYS. BUILDING'INSPECTIONS ARE DONEMONDAY THROUGH THURSDAY ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BJ ILDING INSPECTIONS DONE ON FRIDAY. ,a ,1.e_Wos,pj 0\5 4.1„,t, plow -c&_. (Yee,° tA1/4 to/ fr,odp.,es.., trt5ve..i ifr/P • COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PERMITCARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND'EXPOSED.FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A .NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION - - DATE — INSP Foundation — Stemwall - ' Slab Columns (1st Lift) - _ Columns (2nd Lift) _ Tie Beam _ Truss/Rafters. # k ` Roof Sheathing ' _ _ _ Bucks '' a Interior Framing _ Insulation Ceiling Grid Drywall Firewall Wire -Lath - Pool Steel _ __ - Pool Deck " ' ; - Final Pool _ - Final Fence _ Screen Enclosure ' Driveway ' Dnveway Base Tin Cap } Roof in Progress d� in Pro g Mop Progress 0 y. j%j9 7 A iii/ Final Roof ' Shutters Attachment Final Shutters Rails and Guardrails T ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor:Etevation-Survey "- - - - - Reinf Unit'Mas Cert ' Insulation,Certificate ' ` Spot Survey 'tl _ Final Survey `" Truss Certification ' STRUCTURAL COMMENTS . WINDOWS & DOORS INSPECTION DATE ' INSP Attachment _ FINAL PUBLIC WORKS INSPECTION DATE `INSP_ Excavation — FINAL ELECTRICAL INSPECTION DATE INSP TemporarylPole - _ 30 Day Temporary - - Pool Bonding Pool Deck Bonding -- -Pool Wet -Niche - - — - Underground _ _ Footer Ground Slab Wall Rough . Ceiling Rough ' ' '.Rough k Telephone Rough Telephone Final _ _ . , TV Rough _W TV Final - m Cable Rough - - Cable Final ,.'Intercom Rough Intercom Final — Alarm Rough, Alarm Final Fire Alarm Rough Fire Alarm Final . _ ' Service Work With - - FINAL ELECTRICAL COMMENTS • INSPECTION FIRE DATE INSP Final Sprinkler Final, Alarm FINAL INSPECTION ,DATE INSP k Rough Water Service 2nd Rough Top DLit Fire Sprinklers Septic Tank S'ewerHook-up Roof Drains Gas LP Tank Well' Lawn Sprinklers T Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final ANAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE JNSP Underground Pipe Rough _ Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final: Pool Heater Final Vacuum FINAL MECHANICALCOMMENTS BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED J,JL 1 7 2018 BY. nDXA0‘. FBC 20 is"' Master Permit No. ��t `" (c1 (_ J Sub Permit No. ❑BUILDING ❑ ELECTRIC 1SJ1OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: c\S'A 1\ E kJsz. C-1.0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: \\ •ieN(4.- V4k• Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): )J C,.YA5ts A) Phone#: Address: Ckv-‘1ta, 1.1"_ % %o City: 1•4\-,-a r -. Sao State: \ _ Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1SG„,c.,... k.RdpF:� Address: `� -, 5 O i ti.. Qr �v S� Q cam')() City: \.riS. a4 State: Qualifier Name: \a.. ,J-4-o..Q or State Certification or Registration MCC( \3�SS5 � Phone#: �5 a•��- S a "�a Zip: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ a.5 t Epp. p v Square/Linear, Footage of Work: j 5 S. Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q S2 R o0N" C \nib t O (crc--(3 Q�•Q Specify color of color thru ile: 6 bi-, d /?art@e,eL qe© Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ • C13 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Signature OWNER or AGENT The foregoing instrument was acknowledged before me this �\ day of aSK�c?___ , 20 \ej , by a.«Q J C5 \SdVJ, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: tea:2.,... ir‘1,11r1 nil Notary Public - State of Florida Commission # FF 968141 �.� My Comm. Eroires Apr 30, 2020 '° ° Bonded through National Notary Assn. r *********ssss*s**ss***sks ilk v****s***************************, *1)1q** **:*sx ;**,***s*************** 7/,y,2 Signature - CONTRACTOR The foregoing instrument was acknowledged before me this \\ day of ceNz ,20 \q. ,by Cc,a•c\N.a+�Q�, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as APPROVED BY Sign: Print: Seal: HAN A FACUL ;. Notary Public - State cf Horida _ Commission # FF 968141 3i1�e` MyComm. Eroires A 30, 2020e. Q,=' Fri 40 Bonded through National Notary Assn. Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk RE Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Penult No. eF (v (c G Process No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles O New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PanellShingles . . . .. ❑ MortarUylve Set' Tj6 ❑ Wood ehingleslShakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE .... . . AreAlfere . Gas WentStacks2. . Yesb.'NoN '.: Type: NaturaIL LPGX❑ Re -Roofing ❑ Recovering 0 Repair : •C� 4Aalnt4riihth ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow dralns. 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UL • • . . ••• t.(tt !N I `l I?lit 1=S AN[) REGUI 11710NS Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (steep Sloped Roof System) Roof System ManufacturergmAL. : Notice of Acceptance Number: \ 2 ' (S Q S k, \ S • • • •• • Minimum Design Wind Pressures, if Applicable (From RAS 12T•OC Caicuiati• or'): P1: P2: ,�� P3:....• • . . •.•• •• Maximum Design Pressure . • • • • • (From the NOA Specific System): �- • Method of tile attachment:J0 77 ' f • •- •. • /-` ,WO •-- - • Steep Sloped Roof System Description Deck Type: ype Underlaytnent: nsulation: Fire Barrier. Ridge Ventilation? /7 r' astener Type & Spacing: • • • • . .. •...1.• • . ••••.. • • • • . ..•• .... . •.•. . ..•. • dhesive Type: Mean Roof Height: Sie-P l rr-P r% ype Cap Sheet: oof Covering: Type & Size Drip Edge: 3)/ 240 744. . .. • • •• • "Delivering Excellence Every Day" MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. WSW 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 ‘fIigb Veloclty;urricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and watt intrusion . • performance standards. Aesthetics (appearance) are not a consideration with res ect o +workmanshfli rodiStOfis. (pp ) p ..... � p Aesthetic issues such as color or architectural appearance, that are not part of a zoning.e.ode, should.be adelresseil as part of the agreement between the owner and the contractor. • • • • • . . ...• 2. Renailing wood decks: When replacing roofing, the existing wood roof nett( may have 'to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Huericnng Zorles) Qf the 1:igiida Building Code. (The roof deck is usually concealed prior to removing the existing ipof system . • . .. . •..•. • 3. Common roofs: Common roofs are those which have no visible delineation betwee'rr neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 123 4. Exposed ceilings: 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 penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. waw 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. o 'CW 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: Date: Permit Number: • • . • Miami Shores, FI 33138 • 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 EXISItt G SI1 -• • • • BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. •• • • • • • •. • • •... • • • • • ... • To: Miami Shores Village Building Department Date •' . 10050 NE 2nd Ave • • • n • • • • • • • • •'• 0• • •• • • Re: Owner's Name: 0.cc a ��cSO ' •• . • •. • •• • Property Address: ���"\ 1JS )•.�Cs �oG� Roofing Permit Number: Dear Building Official: I C�.«certify that I am not required to retrofit the roof to wall connections of my building because: -LThe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) UU4 r(a�, l� . U\ 6_1gTtiffeedit 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 \\ �v day of ad`� pc;;,„,H �NNA FADIUL �o w Notary Public - State of Florida Commission # FF 968141 Notary Public, Sate of Florida at Large d\ :;F` My Comm. E, sires Apr 30, 202 t: Donde d through National Notary Assn. • When the just valuation of the structure for purpose of ad valorem taxation is eal 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 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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 Connor ection (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve t},I� titt to l ; this product or material tested for quality assurance purposes. If this product or material fails to.perfarm in the atapted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or • NI[AM I-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.gov/economy suspend the use of such product or material within their jurisdiction. RER reserves the riglltottei yoke try •meptanee, if it is determined by Miami -Dade County Product Control Section that this product or matefidt Tails to fneet the requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the FIQrj 14�uilding Cycle including the High Velocity Hurricane Zone of the Florida Building Code. •• •• •• . DESCRIPTION: Barcelona 900 Concrete Roof Tile • •• • • • •• • • • • • • •• • •• • • • • • ••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.16-0711.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Seminole MIAMFDADE COUNTY APPROVED NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 1 of 8 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Barcelona 900 Trim Pieces Dimensions Length = 17" Width = 13" %" thick Length: varies Width: varies varying thickness Test Specifications TAS 112 Type — 1 a TAS-112 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives PolysetAH-160 Product Description Two component polyurethane foam adhesive. TILE BOND' Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. DAP Foam Touch N Seal Two component polyurethane StormBondg 2 Roof Tile Adhesive foam adhesive. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL MIAMI•DADE COUNTY APPROVED Product .... Description •• High profile, interloelting' one-I?i2t , '$' shaped,•. high-pressure extrud'ea.concrete roortile • • equipped with three Pkil holes..For direct d • • or battened nail-on7wleclAnicalVfAtened, mortar set or adhesiNioeot•applications. • •• .. .. . • Accessory trim, boOStt;ji•$arcelona,'iconcrete roof pieces for use at hips, rake .rid 4s and valley terminationsorwufactured fo peach tile• • • • profile. • •• • • •. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company The Dow Chemical Company NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 2 of 8 2.3 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies PRI Construction Materials Technologies MIAMI-DADE COUNTY APPROVED Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 IC-1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 COPO-002-02-10 COPO-002-02-02 COPO-002-02-01 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel:fesenf TAS 108 (Mortal Set) Physical Propttttes TAS 11:•••. .... TAS 101 (AdhssiveSet) TAS 101 (Mo,ter,6et) Static Uplift testing TAS 10,2 (3" Headlap, Nails, bled Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS 112 06/29/16 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 .... • • •'fitly 1994' ... . •• • Feb. 199 . . • • • ...June 1996.:••• .Tull 1996 .l*une 1996 . •• • • .. .• •. . • • •June 1996 Dec. 1998 March 1999 09/01/16 09/01/16 NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 3 of 8 • 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 in accordance with TAS 106 may require, refer to applicable building code. 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 Department of Regulatory and Economic Development — Product Control Section 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. 4. INSTALLATION ••.• • • • • • • • • • • • •• • ••• • • • Y • 4.1 Barcelona 900 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) • • •• . • Wic h•yP(ft) ••• • Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 MIAMI•DADE COUNTY APPROVED NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 4 of 8 • • • .•• • ••• Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 ••..7.3 •• •••• ••• 1 #8 Screw 20.7 2t77 • • • •.1$.1 2 #8 Screw 43.2 4 2.6 29.8 •••1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 2•• i.' '....• . ; • ... 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 .29:8•• •• ••• •.. 2:.0 •.: •• ••• 2-10d Smooth or Screw Shank (Field Clip)• 27.6 xT.6'; •Nails • 38.6 ' '' 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 8 .1�: •.• 41.8 :•• • •• • Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile. MIAMI-DADE COUNTY APPROVED NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 5 of 8 ••• . • • ••• ••. •• • .• .•• • • .•• • .• • Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive' Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Tile BondTMOne Component Roof Tile Adhesive 29.32 ICP Adhesives Polyset® AH-160 two -component foam 29.33 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive 664 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. 3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. 4 DAP Foam Touch N Seal StormBond® Roof Tile Adhesive Two -Component; Average weight per paddy 8 grams. • • • • • .•.• • • ..•. Table 7: Attachment Resistance Expressed as a Moment - M•(f#•Ibf) '•• •••, for Single Paddy Adhesive Set Systems • • •••. Tile Profile Tile Application • • • •pllipenum 7kttachmenn.., Resistance ..:, • • • • Barcelona 900 ICP Adhesives Polyset® AH-160 two -component foam •• •• 66.5 �•• ���� ICP Adhesives Polyset® AH-160 two -component foam : • : 3$.7 6. •••I ••,,••• DAP Foam Touch N Seal StormBond®2 : .'. 813 ;• .., •• • .? •• DAP Foam Touch N Seal StormBond®2 $2.•.. 5 Large paddy placement of 63 grams 6 Medium paddy placement of 24 grams 7 Medium paddy placement of 30 grams 8 Large paddy placement of 60 grams Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set9 24.5. 9 See specific mortar manufacturers Notice of Acceptance MIAMI•DADE COUNTY APPROVED NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 6 of 8 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 BARCELONA 900 TILE (LAKE WALES FL PLANT 2) 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 ...• . . • .... . . . • .. . ... . . • .. .... . • . .... . • ... • . .. ..• .... • . • • . • . • • • • . . • . .. . .. • • • • • NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 7 of 8 PROFILE DRAWING NAIL HOLES UNDERLOCK OVERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED ...• . . • •••• • • • . ..• ••• • • • .. • • • • •••• • • •••• • ••• • • .. .. • .. • • • . • • • • • •• . • •• • • ..• .. • • • • • • .. • NOA No.: 18-0509.15 Expiration Date: 04/26/22 Approval Date: 06/28/18 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.2ov/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 logtt't try, state artd followSgg • • •• • 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 aliFttigre has been.tro 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 endotsement of oyJyr duct,•for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with•fhy section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 . • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: 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 ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • . • . . .. . ... • • • .... ... . .. • • • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NO' t'kOhich list attachmegt resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • •' . •' • ....• MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 . . . . . . • . . . .. . Results ... • . . • . • • . • • • . . .. . . . . ..• . . • 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA 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 1Q/2I98 528454-9-1 •....• 528454-10-1 • • 520109-1 TAS 101 • 12/2.8'48 520109-2 ' 520109-3 •• • • ••' 520109-6 • • • • • 520109-7 • • • • 520191-1 TAS 101 03/Q2/99 520109-2-1 • LIMITATIONS: • • • • • •• • •• • •• •• • ..• 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a 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 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 aceQrc a e witti� �ie• • 'Placement Details' herein. Each generic tile profile requires the specific placement npte b rein. •. •• . MIAMI•DADE COUNTY APPROVED • • . • • • • . • • • • • . . ... . . . . ..• .. .. . • . .• • . • • . • • • . •• • •• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable,marl1ing of t � • ..• manufacturer's name or logo and following statement: "Miami -Dade County Product Controt f?piDved" pr4,the jvliami- Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: • • • • • • • • • • • •• •• • • • • • • •• As required by the Building Official or applicable building code in order to properly evaluate tn€ i stallation of this system. • MIAMI-DADE COUNTY APPROVED • • • •• • • • • • • • •• •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall through phis* cement Iwhen required) 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 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 mandar• fngire apprpximately 17 . • (109.7 cm2) — 23 (148.4 cor:24 square inc'hadhesiis • •: • contact with the underside €oche tile. • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • •• • • • • • • • • • • High Profile / Single Pan Tile • • • • • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 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 Pile •• • • • • ;• . 1. Starting at the eave course,Wr}%a minimum 2" (50.18. • • • mm) x 10" (254 mm) x 1"{2rrmm) foam paddy • onto the underlayment positjvavi, as shQyvn under thy.;• pan portion of the tile closot•tp.the overloc1.3f the tile being set. Insure approximately 17 (109.7 cm2) — • • • 23 (148.4 cm2) square incl:adliesive contact with the underside of the tile. • • • • . •. . •• . • 2. At the second course, apply a minimum 24 (0.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through ptas1k cm liVhan required) Paddy IS no mhTilr) Fascia YY.•phclr Ease dmmare Drip maga 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. •• ... • • • ..•• • •• • ••• • ••• • • • • •••• • • • • • •• • •••• • • • •. . • ••• • • • •• • • • • • • • • • • • • • • • • • • •• • •• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Wail through plasticoement Paddy (between tiles) (when required) Battens optional 4x4 in.te .f� d� un ti pad Single paddy on underlayment Flat/Low Profile Tile Medium Profile Tile MIAMI-DADE COUNTY APPROVED Paddy (under tile) Fascia Lave Closure 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 cm;).oi•adhesive contact with the underside t+ie tile• • • • • • •• • • (Instructions continued on nact pale) •• .... • .• .• ... • • . .. • • • • • • • • . • • • • • • • • • . . •. • • • .. • . •. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Me MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4" (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. .... . . • • •••• • • . • •• • ••• • • • • • •• • • • • •••• • • • • • • •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • •• • •• • • • • • •• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Tum 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 Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile 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..eeave• approximately 3/4" (1:9 m•mtto 1"1/ 4 mnm) • from the outside edge o•f tlip•tile, inwaft ree of • • foam to allow for exp0ia4ibii. • • • • 4. Turn cover tile over atter foam is applied and• • place onto pan tile cottisr h sure a•i?itilirQum of • • • • 20 (129 cm2) - 25 (16 t3 dtt12) square inti contact area on each sole oithe cover the to the pan tile. Continue in si me manner Trim tiway • any cured exposed foftAlltsive. PA,inyng of • longitudinal edges of the cover tilet,aA . • considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.cit).,.state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • MIAMIDADE COUNTY 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.miamidade.2ov/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 F1ogida.Bvilding Ebt1t including the High Velocity Hurricane Zone of the Florida Building Code. • • • •"• • .• DESCRIPTION: Polyglass Polystick Underlayments • .... • • •• • • • • • • . . . • • .• • . • RENEWAL of this NOA shall be considered after a renewal application has been filed and�ther a • has • beea.r>�ahange in the applicable building code negatively affecting the performance of this product. • • • .•• . .. . •• •• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 • ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 MIAMI DADE COUNTY APPROVED Dimensions 65' x 3'33/8" Or65'x3' 60 mils thick 61' x 3'3-3/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3-3/8" 130 mils thick 65' x 3'3-3/8" 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 %" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 TAS 103 and ASTM D 6164 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. •••• A rubberized asphalt self -adhering, polyestQvginforced waterproofing membrane. Designed as a a foof file underlayment. ▪ • • • A rubberized asphalt waterproofing membrane,•.• lass- • fiber/polyester reinforced, witl)agiAnulars i race designed for use as a tile roof itjaymeft•. • • •• •• •• • A rubberized asphalt self-adh€siar lass-fibe*polyester • reinforced waterproofing membrane! Desigtivi gg a metal• • • • roofing and roof tile underlaytei>;' . •• • .• • Y • •• • •• • • • • •. • A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 - MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. 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. 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 D 1623 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 & t 1•'S TAS 103/ASTM D4798 (% C;1.5.5, TAS 103/ASTM D4798 & 07.5.5* TAS 103/ASTM D4798 8s G1S5. TAS 103/ASTM D4798 841G155: •• • • • .. • 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 .•f3 ?7.7/16 •••• • • 09/29/06 12P110/07 09/06/09 • • • • • MIAMI-DADE COUNTY APPROVED • • Q4/Q1 /08 110/09 02/18/10 •Q4.8/10 • •• • • • • •.• BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PR 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: MIAMI•DADE COUNTY APPROVED OCEDURES: 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 myxzllrare 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 aminin2um (for • • • • • •�• • • • base sheet only) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 re move 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" 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 Po:lysiicf MTS Pips may bv • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof 4ij‘ systems and quarr}= 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 roofiftg aft roof tile syStms. • Polystick TU Max may be used in non-structural metal roofing •and roof tile systems. • • ' •• Elastoflex S6 G may be used in roof tile systems only. • • • • • • • •• • 3. Deck requirements shall be in compliance with applicable building code. • • • • • • • • • ••• • 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton,PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI.DADE COUNTY APPROVED 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 S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 6:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 6:12 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 apdtovoid -pppifig of . • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadineprocedure 9-0t1Ivo tiles • •: • laid perpendicular to slope followed by a maximum four tile stack parallel to the slope! fora total of &tiles — fQr • all underlayments except Polystick MTS which shall be loaded onto battens. • • • • •• ' • •••• 0 n 0 CT) L POL`iSi1CK11J Plus MIAMI.DADE COUNTY APPROVED (6 Max. Per Stack) 12 • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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/s" metal•clis►ces required in Miami -Dade County or simplex type nail as otherwise allowable in othertigibii, at ajijiintum rate • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail ozeia,. iea para cia ar" on. • the face of membrane, with the above stated nails and/or disks. The head lap membraneis.te cover tho 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, unifotIti 13/er of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MIT ttaing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cementbapplieisa4between• the application of the lap. The use of mastic between the laps does not apply to Polystia•v{1 S. . • . • ••. 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 accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. • • MIAMI DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 MIAMI.DADE COUNTY APPROVED .... • 1••• • • •• • ••• • • • •• • •••• •••• • • • •• •• ••• • • • • • • • • •• •• •• • •• • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 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. m i a m i d a d e. gov/e c on o m y 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 flig NelocityhIurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE617.1, model "6SF-DADE", sheet 1.if: I,:prepared bye • Birdview Skylights dated 08/22/17, signed and sealed by Vipin N. Tolat, P.E., on I0/06/t T,4pd Dravtit►g it BVS- X10947-A, sheet 1 of 1, signed & sealed by Vipin N. Tolat, P.E., on 03/28/15, bearing t1A)yji ni-Daik.Colinty Product Control Revision stamp with the Notice of Acceptance number and the expiratio dateby the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Ito, G, stag and the following statement: "Miami -Dade County Product Control Approved", unless otherwise notedhereiti aixfthe dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #15-0413.06 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. • • • • • • • Z/og%20N NOA No. 17-1031.02 Expiration Date: 07/02/2023 Approval Date: 02/08/2018 Page 1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00-0718.02 issued to General Electric Company on 09/08/2000, expiring on 07/02/2003. 2. Extrusion drawings No. BVS-X10947-A & BVS 8554 by Tel Tower Extrusij s,. LTD for Birdview Skylights. ::::«; • E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 trhtl'figned by B. Bird. • 2. No change letter issued by Birdview Skylights on 02/11/03 and : i 'n:sd by ci..B.:Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0&OLi 1.09 A. DRAWINGS • 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, pre44441.by Birdview Skylights dated February 05, 2008, signed and sealed by'TWipin _11T. Tolat, P.E., on July 08, 2008. ' •'• B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolat, P.E. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1031.02 Expiration Date: 07/02/2023 Approval Date: 02/08/2018 E-1 • • • .• . • Birdview Skylights ' d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.08 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. -QUALITY ASSURANCE • • • • 1. By Miami -Dade County Department of Permitting, Environment and Regulktarot' Affairs (PERA). ' E. MATERIAL CERTIFICATIONS 1. None. . .... . . • . • • • • 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # l343.r1.10 A. DRAWINGS • 1. Drawing No. DADE608.1, model "6SF-DADE", sheets 1 & •2 of 2, preilqw2'•by Birdview Skylights dated February 05, 2008, revised on Pebruery 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. • • • • •• • B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-2 dii/7#1 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1031.02 Expiration Date: 07/02/2023 Approval Date: 02/08/2018 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0413.06 A. DRAWINGS 1. Drawing No. 6DADE14, model "6SF-DADE", sheets 1 & 2 of 2, prepared by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., on March 28, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED • • • • A. DRAWINGS • • ' • • • •' 1. Drawing No. DADE617.1, model "6SF-DADE", sheet 1 ',f •1,: prepared :by Birdview Skylights dated 08/22/17, signed and sealed by Vipfn' n'Tolat, P. E.' bn 10/06/17, and Drawing # BVS X10947-A; sheet 1 of 1, signal healed by Vein N. Tolat, P.E., on 03./28/15. • B. TESTS 1. None. C. CALCULATIONS 1. None. ••. • • • • • .•• .• •• • • • • • • . • • • • • • • • • • • • • • . •• • • •• . • • • .. •• • D.- QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. FBC, 2017 Edition compliance letter prepared by Vipin N. Tolat. P.E., dated 10/06/17, signed and sealed by Vipin N. Tolat, P.E. #4_-(2. 1e1my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1031.02 Expiration Date: 07/02/2023 Approval Date: 02/08/2018 E-3 2.,7. 1.50 150" 0" Gt4ERAL NOTES 02 3.0 t 6.0" \\\,\\\K DESIGN PRESSURE RATING POSITIVE 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT 10% Oyt SPAN, 4" MIN. OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILI) MAKROLON SL) 118" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SIIEFFIELD MAKROLON GP) .100' THICK NOTE: This design can also he used for other smaller skylights av long as the longside doe, exceed 105 I/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 601 negative 80 psi', and total mo(opening dimension does not exceed 50.875 square foot. \1AXIUM ROOF OPENING DIMENSION 74" X 99" ALI, UNITS EQUAL TO OK LESS THAN. 50.875 Sq. Ft. 13'vf 712"= 97 1/2" 37I8FF'. (TYF.) 14 SCEEWS LS C� 80 1/4" FASTENER LAYOUT IS LONG SIDE SS -' SHORT SIDE 105 1/4 410 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 12" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADHESIVE SEAT. ( SCS 1000 ) CONTINUOUS 10164 SANTOPRF.NE RUBBER GASKET 41409 CONDENSATE GUTTERWITH 0.25" WEEP HOLE LOCATED AT E.ACII CORNER 410 X 3/8" SS H WHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM CURB FRAMING (6063-T5 ) D�OTiFi ALL ALUMIN►M TO BE 4063-T5 ALLOY • FULLY MITERED AtilLtAifelaDED AT COle*iiiS• • • • • • • 1(ROOF ()ECK ANDR$'IORT ((DESIGNED BY OYHERS ) • • 411WERAL NOTES 4. • � • • I— 414 X I" PAN HEAD LAG SCREW 3 7/8" FROM EAIH CORNER, MIX ON CENTER 7 1/2". WITH MIN. ROOF [fl:tK• • • • PF,'NR•A Ll:NOF 7/8" • • • • • • • • • • • • s • • log 7 I/4"=7212" Ale &C FOR THIS SKYLIGI IT. •• • (1 SCREWS SS FOR OTHER SMALLER SIZES PROVIDE FASTENERS @ 7 1,2" ON CENTER EACH SIDE 3 7/8" (TYP.) TOTAL 50 SCREWS • AT LOCATIONS BIRDVIEW SKYLIGHTS THE CLEAR CHOICE • 201 LONGHORN RD. FT. WORTH TX. 76179 TEL: 817-439-92.66 FAX: 817-232-8468 DALE: 8-22-2017 MODEL: 6SF - DADE DRAWING 9 DADE617.1 DRAWN RV • p_BIRIL SCALE NTS GENERAL NOTES 1. THIS DESING COMPLIES WIfII FLIC. 6th EDITION (2017) 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION FOR INSULATION AND ROOF' TILES ADD THE 'FILE IIIEGIiT AND THE INSULATION THICKNESS TO THE 4't MINIMUM HEIGIIT. > PROD0Cr RFv:SET, ron,r.5l,g cube tM l :c n.t:. t'4T.e G#e Asmome NuLZ' .(.0 • • • ROOF DE•K (BY OTIC ) • • VIPIN N.TQ▪ I•tj••• • • • FL. REG. 4012847 • • 15023 111ANTERN CREEK LANE • • •HOUSCON, TX 77068 3.044 8.000 FU2NESS ACROSS T1/S Scat -ACE l.033 *A24 3.000 2g 4t,u VS-Y..10947-A tt PRODUCT N VSED as canspiying with:tc nori::a a tCent an o ►S- on 7 I. 68 Erpe ico D«7.:p7 By gi dvi�w Sli�l;gtiy 3(t91t5 3.005 .320^ .195 r.0770 .750 * 009 t.009 ---{ I ,6t3 I..07G .078 I { 3A* 1 .37�U_— rm, mGaS t Al2t1 .B2 25 (2) j 325 5rf. • 1.094 • • • •• • NOYES:3Aos 1. 09OTYP. WALL Tro<N. EXCEPT AS NOTED. 2. BREAK SHARP CORNERS AT .015 R. A ac w. 249E4 pprtP��55 4 10 7-70-00 >0 %P0e:9 v&S-6a 9--ca Os 1.23i 44-i3 0. AI t o 7S Y+Yt7D� ton (91.4M1�h3EEib13 0 L7LSN 1291 7S0 19 1 NU II_ • • • • • PRC••. RTYNE• &om••••...Flew.. • RcOC:ng Cur &p� AttuY .Sy+- 03�OZ••• • VS-X10947-A PRESSi2 eat W. 1A/702 Alt,. P0. 111,255 sea Ax FP.9702 PR 4 1410947 t0'A ,A 1810947 RA ,ti FP.10947 • • • • • • •••• • • • • • • •• • • • •• • • • • • • • • TQWEZ EXTRUJta S LTD MOc •• • •• • BIRDVIEW IKYelarr• 'Dc CUSS SOLO 5' Scl7-FLASHING Eris ABYS-X10947-A SIHOIIAIS ffi3IAOHI6 t00/1.00"d Z S541 • • • • • • • • • •• • • • • •