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RF-19-1379Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 06/18/2019 Location Address Parcel Number 137 NE 108TH ST, Miami Shores, FL 33161 1121360090200 Contacts Permit NO.: RF-06-19-1379 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 12/16/2019 NICHOLAS CAINE Owner 137 NE 108 ST, MIAMI SHORES, FL 33161 Home: 7862810022 AKG INSPECTION SERVICES INC Contractor JOSE HERNANDEZ Business: 3052355511 Description: RE -ROOF INSTALL BORAL "PLANTATIUN " TILE Valuation: $ 22,000.00 Inspection Requests: WITH AH160 FOAM AND HOT MOP A NEW GAF ROOF OVER 305-762-4949 FLAT TotalSq Feet: 2,530.00 Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.40 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $344.60 Building Department Copy Payments Date Paid Amt Paid Total Fees $344.60 Check # 26708 07/18/2019 $294.60 Check # 26548 06/17/2019 $50.00 Amount Due: $0.00 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: 6wner / Applicant / Contractor / July 18, 2019 Date Page 2 of 2 RECEIVED 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Z ROOFING J IN 1712019 BY: � FBC 201 91 ? Master Permit No. I ` F 6�' [ ':� I J� Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECH/.NICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I '�') NC I Ug ST City: Miami Shores County: Miami Dade Zip: 3316 ( Folio/Parcel#:J 1-nn1(36 - 009 " d Zoo Is the Building Historically Designated: Yes NO Occupancy Type: I e.S Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A)« k A^S Phone#: 796- 2-8 1 - p02 2- Address: 137 NL / O 9 S-t r City: iVi iAM l s FI '1yrCS State: Zip: 3 (6 t Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 46 6 1wspe c 1kw,/ Se r V c e s Phone#: Address: ) 4 37 6 sw 135 C-7 City: /,h /i9 /P / State: F/ Zi Qualifier Name: use f�Q�/��.� v(� Z Phone#: _ State Certification or Registration #: CC C 04 2 � 0 q Certificate of Competency #: _ DESIGNER: Architect/Engineer: Address: ne#: City: State: p: 331g-6 3os - Z3S- Ssi Zip: Value of Work for this Permit: $ 2 Z , Dy o Square/Linear Footage of Work: Z S 3 O Type of Work: ❑ Addition ❑_ / Alteration 1❑ New /� Rep r/Replace ❑ Demolition Description of Work: R e TOOT 1^'S4,n 1JUr4 I P1 c.� fs-(i �w �� 7� , (e n(,✓I A �N I &o '�vc, wt �^�� N64 /M 4 c, ive w 6 A F ►Q uyf over `Y ic.-f Specify color of co(loorr thru tile: S- vn e /'�I ✓a-f .� 21 e i � Submittal Fee $ SO, vv Permit Fee $ 309 CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ 1pe)0 TOTAL FEE NOW DUE $ � 1 4 • b0 �794.40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,-rANKS, 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 pp/icant ust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliver d to the p son whose property is subject to attachment. Also, a certified copy of the recorded notic of comme cement st be po ed at the jo site for the first inspection which occurs seven (7) days after the building permit is i ued. In t absen of such osted noti the inspection will not be approved and a reinspection fee will be charged. ti Signature Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this The fore 2 G day of "C-y 20 1 by %, C � G 1. S 0-10 c, who is personally k w Q Src me or who has prod identification and w NOTARY PUBLIC: Sign: Print: DAISHA ZANETfI aPo9##t:blic - State of Florida Commission # GG 214178 My Comm. Expires Aug 28, 2022 Bonded through National Notary Assn. CONTRACTOR 7 inst ument was acknowledged be ore of /l� /4 '( , 20� C a in�.� .�(� � ,who is personally kn as o Who has pr ification and OTARY PUBLIC: Sign: Print: Seal: Seal: c State of Florida r did to k! ��x��Nii. Y1t y.o Commission 1y GG 21417E My Comm. Expires Aug 28, 2022 Bonded through National Notary Assn. s «*s*************:*s*********s*•*s*********rsr..s******+r+��******r***r*•****************«********�•*«*:**** APPROVED BY ? ( Plans Examiner Zoning Structural Review ",. Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 (,-3 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-009-0200 Property Address: 137 NE 108 ST Miami Shores, FL 33161-7037 Owner NICHOLAS WHITNEY CAINE HONOR CAINE Mailing Address 137 NE 108 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,335 Sq.Ft Living Area 1,544 Sq.Ft Adjusted Area 1,890 Sq.Ft Lot Size 9,300 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $232,690 $232,690 $232,690 Building Value $240,219 $160,045 $166,787 XF Value $17,242 $17,254 $17,266 Market Value $490,151 $409,989 $416,743 Assessed Value $490,151 $409,989 $416,743 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 12 BLK 216 LOT SIZE 75.000 X 124 OR 18308-0007 0998 1 Generated On : 6/17/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value 1 $490,151 $409,989 $416,743 School Board Exemption Value $0 $0 $0 Taxable Value 1 $490,151 $409,989 $416,743 City Exemption Value $0 $0 $0 Taxable Value 1 $490,151 $409,989 $416,743 Regional Exemption Value 1 $0 $0 $0 Taxable Value 1 $490,151 $409,9891 $416,743 Sales Information Previous OR Book - Price Qualification Description Sale Page Corrective, tax or QCD; min 12/10/2018 $100 31255-2717 consideration 10/15/2018 $615,000 31185-3211 Qual by exam of deed 05/19/2016 $545,000 30106-1514 Qual by exam of deed 09/01/1998 $135,200 18308-0007 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Avww.miamidade.gov/info/disclaimer. asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/17/2019 w RECEIVED MlAM[!•UADE UN 17 2019 Miami -Dade County HVHZ Electronic Roof Permit Form • B Section A (General Information) Master Permit No: Process No: Contractor's Name: AKG Inspection Services Job Address: t 3 l\j L I O g S l Roof Category 2� Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Pane!/Shingles ❑ Sprayed Polyurethane Foam ❑ Other- Roof Type ❑ New roof E-Re-Roofing ❑ Recover.ng ❑ Repair ❑ maintenance Are there Gas Vent Stacks located on the roof9 ElYes 9 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (,ft.?, % 0 011 0 Steep Sloped area (ft.'} / S 3 0 Total (ft.2) 2.5.E o Section B (Roof Plan) Sketch Roof Plan: Illustrate al' levels a-d sections, roof &airs, scuppers overfow scuppers and overflow drains. Include dimensions of sections and levels clearly dentify dimensicns of elevF ted pressure zones and location of parapets Perimeter Width (a'): Corner Size (a' x a'): 3 7[ 3 17 Z3 20 M r o - J)ni I r '*4I J �I z Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope BUR Roof Systems) Fill it) the specific roofassernbly components. if a cornpoarent is not required, insert not applicable (nla) in the text box. Roof System Manufacturer: GAF Product Approval (NOA): 18-09a9..1 Z NOA System Type: 1T Wind Uplift Pressures, From RAS 128 or Sealed Cakulations:111 (Pi) Field 4Z.8 psf (P2) Perimeters 71.7 psf P3j Comers: 103A psf Maximum Design Pressure From NOA: 52.5 psf (P2) Perimeter (a') Size: = ft. I (P3) Corner Size: a' 3 (x) a' 3 Roof Slope: 0 Roof Mean Height. 9.3 ft. Parapet Walls: No ❑ Yes Parapet wall Height: 0.0 ft. 3/4" Plywood Deck LWIC ManufacturerIF na Compressive na psi I Support Spacing 18 ft. olc Strength: p I_____ Existing Roof (For Recovers Only): na Fire arner: na Vapor Barrier NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer S12e & Thickness: III Insulatton Top Layer Fastener / Bonding Material: na Number of Fasteners per hisulation Board: Field na Perimeter: na � Corner: tta Base Sheets) GAF # 7S Base Sheet Fastener /• Bonding M t 6 • • • • • • •••• • L25" rA.•tt:114P. ils • • .... . • Ply Slieei(s): • � : • • • •: Ruberoid Harp "lCl • • • • • Ply Sheet Fastener / onding Material' • .... • • type 41101: asphalt • •..•• ToI1Ply Sheet: • • • ; •"'; Mineral Surfaced Capsheet Top Ply Sheet Fastener / Bonding Material: type 4 hot asphalt Optional Surfacing: na Fastener Spacing for Base Sheet Attachment. Lap Spacing (Pi)Field: �in. =Row �!n. o/c (P2) Perimeter. 6 in. o/c �Row(s) o/c ]in. o!c (P3)Corner. � in. o/c G Row(s) G in. o/c Wood Nailer Type and Size na j Wood Nailer Fastener Type and Spacing. na — Galvanized Edge Metal — — 3" Face 26 Gauge — - METAL EDGE HOOK STRIP NIA -- Edge Metal Attachment: r.s. roof' nails PARAPET COPING METAL N!A— COPING METAL SIZE NIA-- - COPING METAL HOOK STRIP N/A — Parapet Coping Metal Attachment: na Reset Form Pnnt Form Lpw S 1 ape �iRQ<(nI �JlfG1L�°(i t� -7S ---_ Low Inwer SQC- f c,ti C n r 2 0 xz V ei ipw� Ita Cot)rntl- � .. . •.. . ...... .. ...... .....• ...... .... .... . . • Y . • 0000 . . • • . .• .. ••.. .l,. •. • ....•• • . • • •• • • .. • • Idle Nailable Deck 141AWM E Miami -Dade County HVHL Electronic Roof Permit Form "Delivering Errellcrlre tmy 9.1y" . . .... ...... ...... .. . ...... .... ...... .... . ..... Illustrate Components Noted and Details as Applicawe;•• .•: •.•••• • ...... Tap Ply Interplies Base Sheet Drip FA etal Roof Mean Height: _ ft. Drip Metal: 3" 26 ga. galv. Surfacing: granulars Top Ply: Mineral Surfaced Capsheet lnterplies I Ruberoid 20 Base Sheet: GAF #75 Deck Type: wood Tile Roof Svaem MAW UQDE r Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System Veliverrng [xce11en(,e I-ver); DaV' '•" Roof System Manufacturer: I Boral Roofing, LLC . • . • • • • ..... • Notice of Acceptance Number (NOA): 1 18-0829.02 • Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): • 0 0 * 0 • : • • •: • •••••• ••• • P 1: 39.1 P 2: 68.1 P 3: _ 100.7 • •' • •' '.: Maximum Design Wind Pressures, (From the NOA Specific system): ; 31.3 psf ' • • Fill in the specific roof assembly components. It a component is not required, insert not applicable (r;a) in the teA box. Deck Type: --5/8" Plywood-- Roof Slope: _.... 'V12" Roof Mean Height: 15 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Poly Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: -Y face 26 ga.-- Drip Edge Material Type: --Galvinized Metal-- Drip Edge Fastener Type: 1.25 r.s. Roof nails Hook Strip/Cleat gauge or weight: --n/a-�� Optional Insulation: NA Optional Nailable Substrate: NA .... .. Optional Nailable Substrate Attachment, NA Basesheet Type: #30 ASTM D 226 Fastener Type for Basesheet Attachment: 1.25" r.s. Roof nails Tile Underlayment (Cap Sheet ) Type: 90 lb ASTM Tile Undedayment Attachment Method: Type 4 hot asphalt ASTM Tile Profile: Low Section E. MIAMI, • "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) '••• • • � YYYYYY Method 1 "Moment Based Tile Calculations Per RAS 127" . Y. •. • • • • • For Moment based tile systems, use Method 1, Compare the values for Mr with the values from Mf. Ifgf"Wf valueseare . • • • • • • greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is aceolAl le. : • • • • .YY•Y YYYYYY .., . • Y Y Y YY•YY YY YY �Y: Y••YYY P 1: 39.1 x i 0.289 11.3 -Mg = Mr1. V; . Y P 2: 58.1 x X0.289 = _�_2:. 8... 7 = Mr2: ` 31..:.3..... �VOA•fVlf �..... �,� �� YY Y Y Y. YYYYYY P 3: 100._/ x 0.289 = 29.10 _ Mg: = Mr3: 1 S < 31.3 NOA Mf Y: Y Y • Y 7, 7 `\j— Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: X1.=Xw: -W. XCos 0:O=Fr1:< NOA F' P2: X1:= Xw:�= -W;�=� XCos e:F7=Fr2:�5 NOA F' P3: X1: = Xw:�= -W: =� Xcos0:==Fr3: <_ NOA F' Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope A Job Site Aerodynamic Multiplier is Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr d Calculated Average Tile Weight W� Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) pp . • 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 ex- plain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. • • • 1. ,Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Veilecky.Hurritap2 4one) ire for the purpose of providing that the roofing system meets the wind resistance %14 "ater intrusion per�)r- mance standards. Aesthetics (appearance) are not a consideration with respect t0Wkman14ip.jrovisicVs'. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should — be --addressed as part of the agreement between the owner and the contractor.GO 0090V : •'••• J�J2. Renailing wood decks: When replacing roofing, the existing wood roof deck OOn* a� leave tq be genailed in'.• accordance with the current provisions of Chapter 16 (High Velocity Hurricane�Zon*s) of th4 FI•d'rfda Building • Code. (The roof deck is usually concealed prior to removing the existing roof system).** • • 000 :0900 .... • 3. Common roofs: Common roofs are those which have no visible delineation between 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. 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 wa- ter 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. �N 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. jG 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. Existing Solar Systems: The re -installation of an existing roof mounted photovoltaic system requires a separate permit. Per must a obtained in order to finalize the roofing permit. rOR'S SIGNATURE 13-I ADDFESS asM 123 01-297 3/19 �O T j'�►i/)Mr S Nc� � S � { STATE I q/�Olq DATE PERMIT NUMBER 3316 i ZIP NIIANII-DADE COUNTY M PRODUCT CONTROL SECTION e 11.805 SW 26 Street; Room 208 DEPART lIENT OF REGI LATORI AND hC ONO\-1IC RESOURCES (RER) Miami. Flocidsii31.75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (7t(,)3 1 *2590 F ('lyj"[1-2599 •••.•• NOTICE OF ACCEPTANCE (NOA) w4W..iSroidade.e(o4wonont. •• ICPAdhesives and Sealants. Inc. see*** ..... • • 1250-5 NW 44" Street ••.• . • :••••: Coral Springs, FL. 33065 ;"'•• 00000 SCOPE: 06 " •••••• This NOA is being issued Wunder the applicable rules and regulations governing the use of its-;Iftion materials. The •, documentation submitted has been reviewed and accepted by Miami -Dade Counts- RER -Product �V.ontrol.* to be *'*O* used in Miami Dade County and other areas where allowed by the Authority Haying JurisdicdQu IA:U). •• :....: This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co►ittdl'Section (hi Miami Dade County) and%or the AH:I (]in areas other than N]iami 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 Mianni-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 die Florida Building Code. DESCRIPTION: ICP Adhesives Polvset"AH-:160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement: "Mianni-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 xvords Miami -Dade County; Florida; and followed by the expiration date may be displayed in advertising literature. 11'any portion of the NOA is displayed, then it shall be done in its cntirety. 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. dlrough 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 M teu EGOL1rtrY Expiration .Date: 05/10/22 Approval Date: 04/27/17 Page i of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Poh urethane SCOPE: This approves ICP Adhesives Pohseta AH-160 as manufactured by ]CP 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 xyith Roo.fing Application Standard RAS 127. For use with approved flat, lo». and high profile roof tile systenis using 1CP Adhesives Poh-set' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions 'Pest Product Description Specifications ICP Adhesives N;/A TAS 101 Two component pol.!urethane foam adhesive PolvsetF AH-160 ICP Adhesives Foa►u NIA Dispensing Equipment .... D►spenser RTF10011 0 0.... ...... ICP Adhesives ProPackk' N/A Dispensing Equipment " .":'. '. 30 & 100 •••:•• • .... . ..... PRODUCTS MANUFACTURED BY OTHERS: •••••• ••• ••�••• Any Miami -Dade County Product Control Accepted Roof "Tile Assembi} having a current N6*A Nellich list att ac inent • resistance values with the use of ICP Adhesives Polyscr ` AH- 160 roof tile adhesive. • • � � � ; • MANUFACTURING LOCATION: • •••� •• '�•••• 1. Tomball_ TX. PHYSICAL PROPERTIES: Prope►-tv Test Results Density ASTM D 1622) 1.6 lbs.;'ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel. to rise Water Absorption ASTM D 2127 0.08 Lbs.iF12 Moisture Vapor Transmission AS'I M E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 T0.07`0 Volume Change a: -400 F. 2 weeks ,6.0% Volume Change a`:158"F., I00°/0 :Humidity. 2 weeks Closed Cell Content ASTM D 2856 8640 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing; variation. NOA No.: 17-0322.03 �t I ]N*.T9W9l UNTY RTy Expiration Duce: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aaenev Center for Applied Engineering Miles Laboratories Polvmcrs Division Ramtech Laboratories. Inc. Southwest Research Institute Trinity Engineering Celotes Corp. Testing Services Test Identifier Test Name/Remi-t Date #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 SS`rD 11-93 12/12//95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTNI E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b( I I .ASTM E 84 01/16../95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 0 P39740.02.12 TAS 10.1 •• 4.&1&i: 02#2.1� l2 •••' • • • • • • • TAS 121; ...... .. . ..... . 528454-2-1 TAS 101 '•000 000000 10/231798 :....: 528454-9-1 •....� :...:. 528454-10-1 .... . ..... • 52t)1 ()9-1 TAS 1.01 ...... •.. • ... . 12/28�`:11 ..... .. ...... 520109-2 520109-� . . . . • ...... 520109-6 :••••• 170109-7 ...... 520191-1 TAS 101 03AR-1009 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tilc Assembly for fire rating. ?. ICP Adhesives Pol.yseO AH-160 shall solely be used with flat. low. R high tilt profiles. 3. Minimum underlaymcnt shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Poh set`,AH-I60 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. APPROYE� - NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04127/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset` AH-160 may be used with any roof the assembly haying 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 Polysef� 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 NO A . 3. 1CP Adhesives Polyset" Ali- 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 Facton- Trained 'Qualified applicator' approved and licensed by ICP Adhesives and Sealants_ Inc. ICP Adhesives and Sealants. Inc. shall supple a list of approved applicators to the authority ]having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTFI000 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 Polvseta. AH-160 shall be applied widi ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives Pro Pack` 30 & 100 dispensing equipment only. • .... 7. ICP Adhesives Polvset' AH-160 shall not be exposed permanently to sunlight. • • • • � 0000 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes aver ICP Acilicsi�es Polvset' AH-160 has been dispensed. 9. ICP Adhesives Polyset" AH-160 placement and minimum patty weight shall be in accoadegiee with *41ie • • • 'Placement Details' herein. Each generic tile profile requires the specific placement noectilm in. *go. 00 •• • NOA No.: 1.7-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Minimum Paddy Contact Minimum Paddy Gram Tile Profile Placement Detail Area Weight Eave Course- Flat, Low, High all Ease Course. 17-23 sq. inches 45-65 I Profiles I Flat. Lov.,_ High Profiles # 1 1.7-23 sq. inches 45-65 Flat Profile #2 I0-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile +2 17-19 sq. inches 30 Flat, Low. High Profiles M3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of rile 9-11 sq. inches at oN erlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads 0 each longitudinal 17 grams per bead edge) 20-25, sq. inches each bead I Tw'o Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 1 34 grams ei*Aer. pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable niaMi.t- of thg ... � • • manufacturer's name or logo and folloNi ing statement: "Nliami-Dade County Product Control A•1ilirflved" of the Miami- • •; • • • Dade Count): Product Control Seal as shown below. • •: • •: • • •. : 00000 . . . . ...... BUILDING PERMIT REQUIREMENTS' As required by the Building Official or applicable building code in order to properly evaluate the installation V this systcm. APPROVEe: N OA No.: 1.7-0322.03 Expiration Date: 055/10/22 Approval Date: 04/27/17 Page -5 of 11 ADHESIVE PLACEMENT DETAIL # 3 nail through plasticcernent paddy tbetweesn tiles) {when retluiredl� k Battens optional • " •� Pack&j l ruder tile) Single paddy 1+.� r on top at tie / 4' 4 x a ins ll� Id Single paddy on rx►r3eslayaneat Fascia EaveClosure Flat/tow Profile Tile NaaUthrough plastic cetnent Singe paddy under tile (when recluiredl Paddy (between tiles) Battens Paddy Ponder tile) on top od ti9e..,`- �,4X in. .xxin. 5ingteap2dd'fOrt .. t2 in. n_ Eave Closure EaveCourse f r^�' r �— fascia Medium Profile Tile 1. On the eave course only, apply a minimum 2" (508 mm) x 10" (254 nim) x 1" (25.4 irmn) foam paddy onto the underlay ment positioned as shown. under the strengthening rib for flat tile or under the pan portion of the the for low or high profile tile closest to the overlock of the rile being set. Leave approximately 4" (,101.6 min) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-25 in'- (109.7-148.4 cm`) of adhesive contact with the underside of the the 2. Apply a 4" (1(11.6 mm) x 1" (101.6 min) x 1" (25.4 min) foam paddy onto the underlaynnent just below the second course line positioned foam paddy tender the strengthening rib for flat tile, or under the pan portion of the tile. closest to the undtrjpck for the second course tile to be installed. Insure* • • 0 0 • • approximately 8 9 ins (51. -34 cm`) (a:adlicsive •6 contact with the undersickvoi line tile. • • • • • • • •: • (Insrrucllons continued on i7eboj?CrhB) • • •: • • • •••••• ••• • ••••• 00000 • • • • • • • • . 000000 • • 000 • . • •• • • •• • • . e ;BOA No.: 1.7-0322.03 Expiration Date: 055/10/22 Approval Date: 04/27/.17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (C'ONTINUED) Nail through piastic . Single paddy under fife {when required) r/ �rgaestit Paddy 1lbetwem tiles) Battens , 1� optional kwa � Paddy (under V alle pad on undeda 4 x a ln. Sin* 2xdia p�raaddyon iapofhle Eave Course -i. i fascia R y�� Weep;D+ Sciin?in. *� �Eavedosure Iuip edge Hlg h Profile Tile Also apply a T' (50,8 mm) x 4" (101.6 nim) x 1, 4 ' (19 min) paddy on top of the eave course the 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 undcrlock of the first course of tile. Install second course of tile. Insure approximately 9 (5,8.1 cni') - 11 (71cm') square inch adhesive contact with the underside of the the at the overlap and 7 (45.2 cm=) - 9 (58.1 cm`) 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: 0 127/17 Page 10 of I i MIANII-D.ADE COUNTY MIAMFaADE '; PRODUCT CONTROL SECTION Room :.UR DLP ARTMF:NT OF RFAALAI0RY ,AND FCONONIIC RESOURCES tRYR) Miami. Hviula 331 ,S-2474 BOARDAND CODE %DMINISfl2ATIONDIVISION' I-CNt,) t''36):1S-2399 NOTICE OF ACCEPTANCE (NOA) tir�tin.miamidadr.em eevnumy Boral Rooting, LIX 7575 Irvine Center Drive, Suite toll Irvine, CA 92618 SCOYE: this NO.A is bcin_issued under the applic•ablc rules and regulations governing the use of construction matcriaL. The CIOCUMCntati011 submitted has been revicw---d and accepted by Miami -Dade County RER -Product Coni101 Section to be used in Miami -Dade County and other areas where allow ed by the Authority Ihaving, .Iurisdictiou IAH.It. This NOA shall not he Valid alter the expiration date stated helmv. The Nfianoi-Dade County Product C;orarol StTtion (in Miami -Dade County) ardor the \I1.1 (in areas outer than Nfianu-Dade County) reserve the right to have this product or material tested for quality assurance purposes. it' this product or material fails to pcitorm in the accepted manner, the manufacturer will incur the expense of such testing aild the AHJ may immediately revoke; modify, or suspend the the of .such. product o! malen,.l within their Juiiccic unit R :R resci es the :iglu to revoke Ihe; accepumce, if it is determined by Miami -Dade County Product Ctxltrol SWIDII that this product Or material tails to meet the requirements of the applicable building code. This product is approved as descrihe:l herein. and has been designed tot com,Ply With the Florida fiuildim.g Code including the High Velocity Hurricane !_one of the Florida Building Code. r-- DE:SCRIPTION: Plantation Roof Tile i ••. •• • LABELING: F.ach unit shall bcar a permanent label with the manufacturer's narne or logo, eity, state and f616Y'101400 • statement: "N4i.mu-Dade County Plodt;ct t_'uetrol .4p1?:oyed". uu:ess otherwise ;!oted herein • • • • • • • • • • RENEWAL of this NOA shall lie considered after a renewal application has been tiled and there has been no Lohi, • • in the applicable building code negatively affecting the performance of this product. •••••• TERMINATION of this NOA recur aRcr the expiration date o!- if there has been a revision or chance"11 tltt• inaterials, use. and; or ❑mrart%n:ttu-e ott.he product or prnc.rss. (\Misuse o1't.his N1:)A as an endnrsemcnt of any p1qt0.tR;1#,0• for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ccmtply with any swchon 0 of this NOA shall be cause for termination and removal ofNOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Counry, Florida. and followed by the expiration date may be displayed in advertising literature. Ir any portion of the NO;\ is displayed, then it shall be done in its entirety. INSPECTION::'\ copy of this entire NO:\ shall be provided to the user by the manufacturer 01 its disnihutors and shall oe available for inspection at the job site at Elie request of the I3uildrnti Official "I hi; NOA revises N0.2I a 5-0'721.04 and consists of pages I through The submitted documentation was ievieAA ed by Freddp Senrino U NOA No.: 18-ON29.02 / ExplrAOlr Date: IDIRr211 / Approval Date: 10 11/18 Page I of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Cate"oe-y: RoolingTiles Material: Concrete SCOPF. This approves a roofing sy.mcm using Boral Plantation Concrete Rooll"File. as mann.facnnrd by Roral Roofing, LLC in Okeechobee, R. as described in -Section 2 of dtis Notice of Acceptance. tic;igned to comply with the Florida Building Code for High Velocity Ilunicane Zone. For use in IocationS where the pressure requirememS, a:; determined by auplicablc Building Code, do nol cscced the desilan pressurc; valueS oblaiu by caltathttiuu_ illcompli:mcc with RAS 12' using the values lisred in section 4 herein. The attachment calculations shall be pt'eparctl as a momcni. based system. 2. PRODUCT DESCRIPTION .Manufactured by Dimensions Applicant Plantation Tile: Length: 16'-" v idth: 13" Trial hicixs I varle5 W - varies Varying thickness 2A. MANUFACTURING LOCATION L Okeechobee, FL Test Product Snecificatiills Description TAS 112 Flat concrete root the t'or direct deck or battL'ucel nail -on, nxmar or adlicsive set application:;. TAS 112 2.2 PRODUCTS MANUFACTURED By OT ERS Product Name Product Description ICP .Adhesives Polvset' :-UI-160 Two component polyurethane foam adhesive. TILE BOND"' Roof Tile _ltlhesive Single component polywcthane foam rooi'tilc adhesive. DAP Foam Touch N Seal Two coutponettt pol�urdthauc StormBond" 2 Root -rile Adhesive foam adhesive •••• Accessory trine, concrete roof piCCJS for • • use at hips, rake;, ridgcsti and v d le\• • • • •• • terminations. Manufactured for each the ••• • •• • • • • • • • • • • • • • • • • • erotic. • •••••• 09*0 • • •••••• • • • • • • • • • • •••••• ••• • ••••• • • • Y • • • • • • • • • • • • • • • • • •••••• • • Manufacturer i • • i • • • • 9 (With Current NO.A) • • • � • • • • • • •••• TCT' Adhesives and Sealants. Inc. The Dow Chemicai Company Dap Foam, lac. NOA No.: 18-0829.02 Expiration Date: 12IM20 Approval Date: 10'1118 Page 2 of 7 2.3 SUBMITTED EVIDENCE Test AlTencv Test Identifier Tcst Nauu%Reoort Date American Test i.ah of South R'Foo?4,05-14 TAS 112 ()7r03;14 Florida Redland Technologies '7161-03 Static Uplift'I"esring Dcc. 1991 Appcndir Fit I'A 102 8z PA 102(A) The Centel- foi Applied 94-060B Static Uplltt'l estln,z tvli!rch, 1994 Enc_incering, Inc. 94-034 PA 101 (Adhcsivi—Set) %lay 1994 (Mortar Sett Redland Technoiouics 7101-W Wintl Tunnel Testnt t Dec. 1991 Appendix It PA IOS (Nail-(hi)- Redland Technologies Letter Dated AULI. 1, 1994 Wind I'uinlel 'I Cs011e Aug. 1994 PA 10 ;Nail -on) Rodland Tcehnollneics PO63 1-01 wind TLUMICi 'resting July 1994 PA 108 (Mortar Set) Redland Tcchne uuics 1`0402 Withdr W,11 Remtancc Testing of Sept. 093 .screw vs. smooth shank nails The Center for Applied 11wiea No. 307025 Wind Driven Rain Oct. 1994 Fnginccring. inc. Tcst itMDC-76 PA 100 Walker Fn•_.ineering. inc. Calculations Aerodynamic Multiplier March 1999 April 1999 Walket Engineering, In , Calculrinons 2.5-71S3 March 1995 25-700t4 Fehrum- 1996 25-7496 Apt-il 1996 Y • • • Walker Fnginceiim_, In,:. Calculations 25-7534 Dcccmbe:199�• • • • • • • • • • • • • • • s5= K4s-() • Walker Fntnneeiing. Inc. Calculations Two Patty Adhesi\ e Set System April I'1$ i • • • • i • • • •: Parabaugh Engineering and '17295-1 1 TAS-1(_i8 1 rhOS•1 l • •. • • • • Testing inc. • • Farabaugh Enginecring and T306-t I AS-los 10/04ell • • • • • • ; • • • • • Testing Inc. • • • • • • • • • • • • • Farahaugh Engineering and 1'2 79-1 1 TAS-1 i)8 09;,3.1.1 • • • • • • Testing ine. + • • • • • •• • • PRi Construction Material DAPF-004-02-OS TAS 101 07/ )6'l s • ; • • • • • • • Technologies DAPF-004-02-09 Static Uplift Restslance 07i2601,`s• • i i • • • • i DAPF-004-02-10 Adlicsivc Set 07/=6 1 8 • • • • • • 3. LiMI'I'ATIUI\S 3.1 Fire classification is not pan, utthis acceptance. 3.2 For mortar or adhesive sc! the applications, a static tiotd uplili test shall be pertol-med in accordancc with 'I AS l Oo. 3-3 Appli^ant ;hall retain the Sei-vices tit Miami -Dade County C'eitilied Lal,matnry to perform yuartcrly test in accordance with TAS 112. appendix W.:Such testing shall be suhmiitcd to the Vfianti-Dade Pre,luci Contrail office for reVieW. NOA No.: IR-11829.112 Expiration Date: 121ISi20 Approval Date: 10,11i18 Page 3 of 7 3.4 Rtinimwrl wxlcrluylncnt shall be in compliance .vith the applic:lblc Roofing, Applteahons Slamilat'ds ii.tcd section 4.1 herein. 3.5 30 90 hot mopped undo laynrcnt applications may. be in;tallcd perpendicular to the roof slope unless stated olhenvise by the widerlayrrient in'atcrial mamulactUIC1'5 Ptlbli:;Iled hteratttrC. 3.6 This acccptauce is tbi Auod deck applications. Minimum deck requircmcuI6 shall be in compliance kith applicahle httilding code. 3.7 All pwclucts listed Imein :hall have a quality assurance audit in accordance with dle Florida Building Code :old Rule 6lG'0-: Code. 4. INSTALLATION 4.1 Plantation Roof Tile and its cutlipuucnt: shall be in�ztailcd in (rict. compliance with Rooting Application Standard R,AS I I S. RAS i 11) and RAS 120. 4.2 Data For :\ttachnlent Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Plantation Tile 11.0 1 1.375 1.08 Table 2: Aerodynamic Multipliers - ;L (ft3) Tile Profile X (ft3) Batten Application R (ft3) Direct Deck Application Plantation Tile 0.267 0.289 • Table 3: Restoring Moments due to Gravity - M (ft.-Ibf) • Tile Greater than Profile 2": 12" 3": 12" 4": 12" 5": 12" 6": 12" 7": 1 �'s o• i Battens ( Direct Battens 1 irect Battens Direct Battens 1 Direct Battens ! Direct Battens Dt" Deck Deck Dec< Deck Deck 4¢646 Plantation 7.2?_ 7.91 6.115 7,79 6.75 7.67 6.61 7.52 6.4.4 7.32 6.26 •7•Q4. Tile 1 NOA No.: I8-11829.02 Expirarion Date: 12118i20 Approval hate: 10%11:18 Page 4 of 7 Goes • • 0000 • •••• • 0 so 0 • e•G••• •• • • • • ••••e• • ••••• •• **sees • • Y • • • G••••• •0*000 • • • 00 • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip)j 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 • Screw Shank Nails • • Field Clip) 2-10d Smooth or 31.9 31.9 32.2 • Screw Shank Nails "" Eave Clip)• • • 2-10d Ring Shank 50.3 05.5 48.3 •••• Nails ! • I Installation with a 4" the headlap and fasteners are located a minimum of 2'/,'frcm the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) • For Two Patty Adhesive Set Systems • • Tile Profile Tile Application Minimum AttachmerR' Resistance Plantation Tile _ Adhesive' 12 See manufactures component approval for installation re uirements. 13 Tho Dow Chamical Co. TILE BOND"' Rcof Tile Adhcsivc weight per path 13.9 crams. 31.3 14 ICP Adhesive and Sentants, Inc. ICP Adhesve Pol set'"; AH-160 Two -Component avei ht per patty 3 granis. 31.3 15 DAP Feam Touch N Seal StormBondl' 2 Roof Tile Adhesive weigh; per paddy 8 grams. 45 NOA o.:18-t1829.02 Expiration Date: ]VOW20 Approval Mite: 10'f1t18 Page 5 of 7 Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) For Single Patty Adhesive Set S stems Tile Profile Tile Application Minitnurtl Attachment Resistance Plantation Tile Adhesives 6 See manufactures component approval for installation requirements. ICP Adhesive and Sealants, Inc. ICP Adhesve Pal se1:<: AH-160 Two -Component weight per pair 45 grams. 118.9 8 ICP Adhesive and Sealants, Inc, ICP Adhesve Pul set'R AH-160 Two -Component ,.vei ht per patt 24 grams 40.4 9 DAP Foam Touch N Seal Stor rSord" 2 RDY rite Adhesive weight per paday 45 grams. 73 10 DAP Foam Touch N Seal Storm6ondl' 2 Roof'rile Adhesive weight per paddy 24 grams 48 Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar Set Systems Attachment Tile Profile Tile Application j Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. LABri..ING All tiles shall bear the imprint or idcntifiablc marking, of fhc manutactttrcr's name or logo as seen below or following s[atemenC 'Alianii-Dade County' Product Control App:'oved". • • *000 • • •••• •••••• KLE EH ...... OR 0000 .... . ..... • • ...... ••• . ..... .. . • •• BORAL PI_.%NT,%TION ROOF TiLT: LAHIE 1, (LOCH I F1) ON L NDF:RSIDF: OF TILE) . • 6. BUILDING PI:RNIITREQUIREMENTS: 6.1 Application for building pennit shall be accompanied by topics of the fullom uhg 6.1.1 This; Notice. of';lceelitarce. 6.1.2 Any utlt.r documents required by Building Official or Applic<hblc building cnd; in ortf.r to property cvaluate Lhe in%Ia.lath)11 Dt llhS tiV�Ledli. NOA No.: I8-11829.112 Ecpirafion Date: It'll%r20 Approval hate: 10,11:18 Page 6 of 7 PR0Flr.F. Dra % WlNr BoxAL PLAN-r aioN Fi.A,r CONCRr.,rF. Tii.F END OF THIS ACCEPTANCE . . .... ...... ...... .. . ...... . .....• .... . ..... .. .. .. ...... . . . . . . ..... . . . ..... . .. . . .. 0000 \t)A No.: 18-11829.112 M"t-OADECOUNTY Expiration Data 12.11, 20 Approval Date: 1041;18 Page 7 of 7 MIAMFDADE MlAA1[-DADE COUNTY r ! p PRODUCT CONTROL SECTION l I S05 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida33175-2474 ROARD AND CODE ADMINISTRATION DIVISION T t 786)315-1_590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%i, .miainidadc.tsov/ecitinunV GAF 1 Campus Drive Parsippany, NJ 07054 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 (AH,1). 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 prodtjL4..oj' material fails to perform in the accepted manner, the manufacturer will incur the exp nse pf'such and the AHJ may immediately revoke, modify, or suspend the use 01'such product of "Aerial within.. lheirjurisdictiori. RER. reserves the right to revoke this acceptance, if it is determinati•l,:4Mianri-Ntic : County Product Control Section that this product or material fails to meet the requirCtt)tM"of the • applicable building code. .••••• i•••i• This product is approved as described .herein, and has been designed to comply wlth��t+FBui d*rida lding Code including the High Velocity Hurricane Zone of the Florida Building Code. •• •• •• DESCRIPTION: GAF Ruberoi&"Modified Bitumen Roof System for Wood Ducks LABELING: Each unit shall bear a permanent label with the manufacturer's name b� jdgtj, citv,•staty:. 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, ad.verrising 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 he available for inspection at the job site at the redue,t of the Building Official, This NOA renews and revises NOA No. 1.5-1020.01 and consists of pages I through 671. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 18-0919.12 Expiration Date: 11/06/23 Approval Date: 11 /01/18 Page 1 of 67 Membrane Type: SBS Deck Type 11: Wood, Non-Tnsulated Deck Description: Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to uppnrts spaced 24 in. o.c. m:. System Type E(5): Anchor slice is mechanically attaclred to root: deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOut" Fire Barrier Coating, VersaShleld" Fire -Resistant Slip Sheet or (optional) VersaShlcld" Solo— Fire -Resistant Slip Sheet. Anchor sheet: GAFGLASI #75 Base. Sheet, Tri-Ply" #75 Base Sheet, Ruberoid' 20 Smooth or GAFGLAS"- Stratavent' Nailable Venting Base Sheet is secured as described below. Fastening; khami-Dade County Approved min. 12 ga. annular ring shank nails and min. 1- Option #1: 518 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchcy-O t% side laps and 8 in. o.c. in the field of the sheet in two stagg4ed04s. •••• '•••:• (Maximuni, Design Pressure —45 psf, See General Limitation # • . 0000 • .... . .. . • • ..... . Fastening Miami -made County.Approved min. 12 ga. annular ring shatitt'r?,AK, and mine I- ;••••; Option #2: 5,18 in. diameter tin caps are spaced 6 in, o.c. in the nrin 4 in. Viibu;anchoy' Llif, . side laps and 6 in. o.c. in the field of the sheet in two staggcreJ (*)ws. ••:••. ...... ... . ('Flaximuni Design Pressure —52.5 psf; See General Limitation #�') • • . .. .. ..... ...... Fastening Drill-Tec'°' 414 :Fasteners and Drill-Tec' in. Standard StcCr.rIstt(:s, Drill-T&c •. Option #3: AccuTrac"�' Flat Plates or Drill-Tec"' 3 in. Ribbed Galvalume Plate (Flat)kwe. % • • 0 • • • . spaced 16 in, o.c. in the min. 4 in. wide anchor sheet side laps rld:1 6 in. o.c.� n 0 • • • • the field of the sheet in two staggered rows. • •; 000 Maximum Design Pressure —52.5 ps/; .See General Limitation #7) Fastening; Drill-Tec"' 414 Fasteners and Drill-Tec" 3 in. Standard Steel. Plates, Drill-Tec"' Option #4: AccuTrac'" Flat Plates or Drill -Tee" 3 in. Ribbed Gaivalunle Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 ill. O.C. in the field of the sheet in two staggered rows. (19axinrum Design Pressure —60 psf, See General Limilation #7) Fastening Drill-Tec— #1.4 Fasteners and Drill-hec" 3 in. Standard Steel Plates, Drill-Tec" Option #5: AccuTrac' Flat Plates or Dill-Tcc"' 3 in. Ribbed Galvalume Plate (Flat) arc spaced 8 in. o.c. in the rain. 4, in. wide ancllor sheet side laps and S in. O.C. ill the field of the sheet in three staggered rows. (Maximum Design Pressure —97.5 psf, See General Limitation #7) Base Sheet: Install one or more plies of Ruberoid" 20 Smooth adhered with any approved mopping asphalt applied within the F,VT range and at a rate of 20-40 lbs.isq. (See General Limitation #4). NOA No.: 18-0919.12 Expiration Date: IV06/23 Approval Date: I V01118 fare 59 oi' 67 Membrane: Ruberoid" 30 Granulc .FR, Ruberoidd" 30 Plus Granule FR, Ruberoid' Mop Granule, Tri-Ply" SBS Granule Cap Sheet, Intec Flex PRF, Ruberoid" Mop Granule FP., Ruberoidr` Mop Plus Granulc FR, Rubcroid' F,ncrgyCap"' Mop Plus Granule FR or Ruberoid" EnergyC'ap— 30 Granule FR fully adhered with any approved tnopping asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Or GAFGLAS" Mincral-Surfaced Cap Slice(, Tri-Ply BUR Granule Cap Sheet or GAFGLAS' EnergyCap— Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of "_'0- 40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must he applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravcl or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a fIq.(Y&&&Lt . . . . •.• of approved asphalt at 60 lbs./sq. . . . . • . 2. TOPCOAT" Surface Seal SB or united Coatings`"' Surface Seaf. l. Sl3 Roof. •+ Coating applied in one or more coats at a minimum rare of]*VW00 q. pet• coat. • OR TOPCOAT' MB Plus or United Coatings"' Roof Mate MB I'1t1�.Cbatino; • • • • • ..... applied at a minimum rate of 1.0 gal./sq.(to be used as a prirb o ..:.. � �)-foilowc(W0y� TOPCOAT"' Membrane. or United Coatings"' Roof Mate TCP41 Canting • • • • • • : • applied in one or more coats at it minimum rate o'f 1.0 gaLlstj.ti�iat. •� �. Fiber Aluminum Roof Coating. ...... ..... . Maximum Design • • •' ..... • ' Pressure: See Fastening; Options • • NOA No.: 18-0919.12 MIAMMADECOUNTY Expiration Date: 11/06/23 • Approval Date: 11/0Il18 Pare 611 oi' 67 Wool DECK Sys'rEm L111I1'l'A'rl0NS: I A slip sheet. is required with (:rAFGI..AS'' Ply 4 and CTAFGI..W' F1cxPly'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'%:" DensDeck'' Roof Board or'/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing N'Tatcrials Directory for fire ratings of this product. 2. Insulation may be installed in. multiple layers. The First laver shall be attached in compliance with Product Control Approval guidelirtes. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top laver 3. All standard panel sizes arc acceptable for mcchanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles. 24" o,c.; orsiril6•Y mopped 8" ribbons in three rows, one at each side lap and one down the center tjf thsheei. allewtttg a continuous area of'verntilation. Encircling of the strips is not acccptable..A 6" M?cak shall 11c•w:w• placed every l2' in. each ribbon to allow cross ventilation. Asphalt application o*f'etVer systen'ithall be at a mininnttn rate of 12 lbs./sq. Note: Spot attached systems shall be linnledto It maximum • w •Y•••• design pressure ot- _ pst. •.•• • 5. Fastener spacing for insulation attachment is based on a Minimum Character.isti:F"if: (F') villtte o� 275 lbf, , as tested in compliance with Testing Application Standard TAS 105. If ilitr fastener valua,: as field-tested, are below 275 lbf. insulation attachment shall riot be acceptable.: • •: •: • 6. fastener spacing for mechanical attachment of anclior/base sheet or membrane ;fttacht-Aent istjisid. on a minimum fastener resistance value in conjunction with the maximum design v.J% lisl.c(f within a specific system. Should the fastener resistance be less than that required, as determined byethe 0 Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registerccl Engineer, .Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing, Application Standard RAS 11.7. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect. or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) S. All attachment and sizing of perimeter nailcrs, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RATS 1 l 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all room pressure zones (i.e. field. perimeters; and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 18-0919.12 Expiration Date: I1/06/23 Approval Date: 11/01/18 Pave 67 of 67 TGFT I.R 14153 - Rooting Systems Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board tinder any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. rninirrnum thick gypsum board is an acceptable alternate for minimurn insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard'" RA" or "Tapered EnergyGuard"' RA" or "EnergyGuard" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt: Systems with Hot Roofing Asphalt". "GAFGLAScR, P80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAScR,. Flex Ply 6" and "Tri-Plye-B) Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS9 Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshield MB" at 21/2 to 3-gal/100-ft2. "RuberoidCR? Dual Smooth" may be used as an alternate to "Ruberoid(R) Mop Smooth" or "Ruberoid(R) 20" or "Ruberoid(R) 20 HT". "Ruberoid:i Mop Smooth 1.5" may be used as an alternate to "Ruberoid®R Mop Smooth". Class A, B and C Hat roofing asphalt, for use with organic and glass felts or modified biturnen membranes. • • •••• ••••• "Ruberoidg Heat Weld" SBS roofing membrane may be used in lieu of "RuberoidO i Mop" SBS product�4rjgn j applid1pPj&Ctssif1cjtjoni: • Class A •••••• • • 1. Deck: C-15/32 Incline: 3 •••••• i••••• ••••• • •••••• ••• • ••••• Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyl,pr?r�j; or ur,-th:Ae it ••••• perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurat�"opFosite or phenolic, any •• thickness. • • • • Ply Sheet: — Three or more plies Type G1 or "GAFGLAScR Ply 4" or "Tri-Ply(@ Ply 4" or "GAFGLAScR Ply 6" U"apped. ••••• Surfacing: — Gravel. • • • • 2. Deck: C-15/32 Incline: 2 ••:••� Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAScR Ply 4" or "Tri-Ply% Ply 4" or "GAFGLAS R� Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAScR Mineral Surfaced Cap Sheet" or "Tri-Plyff, Mineral Surfaced Cap Sheet " or "GAFGLASck EnergyCap'" BUR Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS; Ply 4", "Tri-Ply® Ply 4" or "GAFGLAScR, Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAScR) Mineral Surfaced Cap Sheet" or "Tri-PlyJ Mineral Surfaced Cap Sheet" or "GAFGLASm.l nergyCap"' BUR Mineral Surfaced Cap Sheet. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS R) #75 Base Sheet" or "Tri-Plyll #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply( Ply 4" or GAFGLAS? Ply 6 Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Plyt Mineral Surfaced Cap Sheet" qr "GAFGLAS EnergyCap"' BUR Mineral Surfaced Cap Sheet". Surfacing (Optional): — "TOPCOATO EnergyCote'"' Elastomeric Coating" applied at a rate of 2-gal/100-ft2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS(@ #75 Base Sheet" or "Tri-Ply #7 ase 5 eet". htlp:!idaCtha�e.uLcum'...in1Sys1cm &o1 id-1083885807,tefgid=1073711824,tvcrsion=versionlessc-parent_id—i073993�97&;cyuencc=1Iti�_9,'2017 11:01:0 .A\,l