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RF-18-3101 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: RF-10-18-3101 Permit IVR Number: 100344 c� Permit Type: Roof JIJf , work Classification: Tile Issue Date: Location Address Parcel Number 185 NE 105TH ST, Miami Shores, FL 33138 1121360050160 Contacts Permit status: Approved Expiration: 04/08/2019 STACY CHIMENTO Owner 185 NE 105 ST, MIAMI SHORES, FL 33138 Home: 7865143906 ISAACS ROOFING & INSULATION CORP Contractor ALAIN GONZALEZ ISAIAS OSVALDO DEL SOL 17225 S DIXIE HWY 200, PALMETTO BAY, FL 33157 Business: 3052345234 INFO@ISAACSROOFING.COM Other:7862779756 Description: RE -ROOF TILE TO CONCRETE TILE. Valuation: $ 28,500.00 Inspection Requests: Total Sq Feet: 2,800.00 Fees Amount Application Fee - Other $50.00 CCF $17.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.80 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $350.20 Building Department Copy Payments Amt Paid Total Fees $350.20 Check # 13338 $350.20 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co truction and zoni Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant /L-*' Contractor / Agent Date October 09, 2018 Page 2 of 4 Miami Shores Village o 09 018 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 BUILDING Master Permit Njue -I�') PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC a0OFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: r 100 S VJ E 10 s-Y City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcel#: % 1 — a % 3 P — O Q 5 — a l b0 Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 e C- c-st C Q n C -'� Phone#: 1 TC - 5 1 `i .34 6o Address: % S S 'N E 10 5 Sfi City: Ul%ayyi, 51NGpeg State: F Zip: 33 3 Tenant/Lessee Name: Email CONTRACTOR: Company Name: Address: 1'7 c)- a City: V4A'r^g!4*0 F Qualifier Name: 41 Q, one#: 3o5 -a3N. 5 a 3-1 ft- Zip: 3315l State Certification or Registration #: 1 3 9 555C, Certificate of Competency #: DESIGNER: Architect/Engineer: e#: Address: City: State: Zip: Value of Work for this Permit: $ a8.) 5 a O Square/Linear rF/ Footage O otage of Work: a'$C Type of Work: ❑ Addition El Alteration ❑ New [` Repair/Replace ❑ Demolition Description of Work: R e — CZ7 CST —W fe 4-o nn-i'N C -ce i c-- 4-1 I 2 Specify color of color thru tile: NI Submittal Fee $ 0 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ Notary Double Fee $ Bond $,,��X� TOTAL FEE NOW DUE $ :39;Q ' 20 (Revised02/24/2014) 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, 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 wa`s acknowledged before me this 101 day of wT� �^! 20 �� by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: IASign: Print: 'T< Seal: 'ussylue:oN eu011eN46n04papu09 ZZOZ 'Z uer saidq wwoo Aw , Z98ILl Oe # JoIsslwwoD epuOld 40 aaels — 01gnd AJeI0N ###### #### V 3 NN3f V"Vo APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of O�� , 20 1Y by O�VL ho is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �r ussyiu ON euoreN y6no,y:papuog ZZOZ'Z uer sandx3 wwoD (tN Z98tL t E)o # U01sslww00 ale•�' #eppio "^#�X #IaaN3e �k9K` 1'k ################# �213#�Nn1 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk "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. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. 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. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ® 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 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. 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. ® 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: 1 1 % 5 k-e \C35 S+ Date: to / / 18 Permit Number: Section A/B Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: Isaacs Roofing Job Address: 1185 NE 105 St Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof R1 Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (U) 0 Steep Sloped area (U) 2800 Total (ft.-) 2800 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): 45' OCT 0 94__,2018 BY: HY1 Tile Roof System MIAMMQ m Miami -Dade County Building & Neighborhood Compliance Department '® HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Eagle Notice of Acceptance Number (NOA): 1 17-0822.13 • Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): • P1: 39.1 P2: 68.1 P3: 100.7 ...:.. 40.4 Maximum Design Wind Pressures, (From the NOA Specific system): psf • • • • • • • • Fill in the specific roof assembly components. If a component is not required, insert not applicable (�%a1:in the:terf&o.�.. .000 Roof Slope: O "M2" Roof Mean Height: 20 ft. Method of Tile Attachment: --Adhesive, 2 Small Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: --3" face 24 ga.-- Drip Edge Material Type: I --Galvinized Metal -- Deck Type: r-5/8" Plyv;ooa--: Optional Insulation: • n/a Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment: n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1 1/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet) Type: Polystick TU PLUS Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: 1 1 1/4" Ring shank nail Tile Profile: Bel Air Hook Strip/Cleat gauge or weight: I --n/a- Section E MIAMEDWDE Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values &6& • greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is ilbaptable. • ® ® ® ®• ,0A . • . • • P 1: 39.1 X �, 315 = 12.32 _ Mg: 7.62 = Mr1: 4.70 < 31.3 Npq pAf • • • • • • ® ® : ® ® ® ...• .... ..... P2: 68.1 x� 315 = 21.45 _Mg7.62 =Mr2: 13.83 < 31.3 �W • P 3: 100.7 x X .315 = 31.72 _ Mg: 7.62 = Mr3: 24.10 < 31.3 Aq Method 3 "Uplift Based Tile Calculations Per RAS 127" 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 urea of the roof, then the tile attachment method is acceptable. P1:�%== Xw:�=®-W:®=®X Cos 9:�=Fr1:<_ NOA F' P2:®Xw:=-W:= XCos 0:El=Fr2:<_ NOA F' P3: Xw:®=®-W:®=® XCos 0:®=Fr3:�<® NOA F' to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer b d on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg oduct Approval (NOA) Attachment Resistance Mf Produ proval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w =width Product Approval (NOA) 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.aov/economy :600% ...... ...... .... ...... SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construotion n►aleriAls. The' • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Prgggc;•Contrgr §e *tion to be: 0 0 . used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdk4?bfAHJ)' . ; . . • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prfid2rct Cgntrol,Sectiorl . • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve 4he right to ha Mfrs • product or material tested for quality assurance purposes. If this product or material fails to perform in the ec eepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mOdiie, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturWor 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. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page I of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Products •••••• w Product Dimensions wwww ��n • Specification Descriiu+�• • '. Polystick IR-Xe 65' x 3'3 3/8" �w rw.w ww.www ASTM D 1970 A fine granular/sand top surftlee self -adhering, APP 9 e Manufacturing Or 65' x 3' • • • polymer modified, fiberglassAhMrced, l�MNous • Location # 1 & #2 60 mils thick sheet material for use as an un$eria ment ifi'sldped rod?:**. � . • . . assemblies. Designed as an il* rnin shied*"w 9000:• Polystick Dual Pro 61' x 3'3 3/s" TAS 103 and A rubberized asphalt self-adi rldg'glass-fibet/polyester % Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. De�gavdas a ."••. Location #2 metal roofing and roof tile 44VIalment. w w w • w w • • w w Polystick Tile Pro 61' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering, glass-fineripolyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'3 3/s" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 3'3 '/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3 3/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing,. roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 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 EVIDENCE SUBMITTED Test AEencv Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 :'IVN/08 .....� P10870.04.09 TAS 103/ASTM D4798 k-Gt5; -W413/09 .' P33360.06.10 ASTM D1970 •••;•• �•07#41/10 ••••:• P33370.03.11 TAS 103 """ 05/02/11 ;..•�; P33370.04.11 ASTM D 1623 •��•• .�ii4i16/11 P36900.09.11 •..• TAS 103/ASTM D4798 4•Q1�� ••.• ..••Y 0,j01/11 P37300.10.11 TAS 110/ASTM D4798 &D%%70 �•��•. '.;), 19/11 ....,• P40390.08.12-2 ASTM D 1623 • • 08/07/12 . • P37590.07.13-1 ASTM D6164 % ....:. P45270.05.14 TAS 103, TAS 110 & ASTM p1623 0OW02/13 05/112/14 • • P46520.10.14 ASTM D1623 ** * . %0/03/14 • • P44360.10.14 TAS 103 & TAS 110 1Q/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 1 10 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23138A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank :...:. System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered'..' .... .' Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. • •':" "" """ Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a mk imum 4"ekoad lap. (ior .. base sheet only) •••• •••• ••••• Membrane: ...... . .. ... Elastoflex S6 G hot asphalt applied • • .. Surfacing: 000000 See General Limitations Below. ...... 0 .' . . . . ..... . Deck Type 1: 00. . . . Wood, non -insulated .. . .. . . . . .. . Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. 0 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. T ie.taIiing tape §Hall be • pressed in place and formed around the protrusion to ensure a tight fit. A second 1Wex ofPolystiak ckall be ....:. applied over the underlayment. • • • • • • 0• .... .... . . .... .... ..... GENERAL LIMITATIONS: • ...... . .. ..... 1. Fire classification is not part of this acceptance. • • • • • • • • • • • • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and I'.olyStilk MT.S Plus may be..:. used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tide systems and quari• • • slate roof assemblies. • • • • • Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure 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 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:j 2 :**6:12 • • withoutbattens Profiled Prohibited 4:12 6:12 6:12 4 i4•; • • • •6 4 2 • • Tile without a ens t b •..... • :-. 10. �•• ... .... The above slope limitations can be exceeded only by using battens in accordance witti•the•ApproN e&Tile System • • • Notice of Acceptance and applicable Florida Building Code requirements. When battft? a=e regLoreo otbey shai'1• • • be utilized during loading and installation of tiles. Care should be taken during the loading procedure to keep foot traffic to a minimum end'toaavoiddrojTing of....:. tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for k$digg procedure — two tilts • laid perpendicular to slope followed by a maximum four tile stack parallel to the slop(!,•for `a totaLd 6 tiles — fbr • all underlayments except Polystick MTS which shall be loaded onto battens. O EL O N 40 II ' Q �i 1I it POLYSnCKTU Plus 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 APPtkC.,!T1ONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOIhMENDATIONS. 1. Polyglass does accept the direct application of Polystick underla ment membranes to • • • • •decks. Installers are • Yg P PP Y Y .1�:°5��. cautioned to refer to applicable local building codes prior to direct deck installation to eWre this iS.*FeptablC e • • •; 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 elp spin as �Polyglas Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minima I fg metal avl as required in Miami -Dade County or simplex type nail as otherwise allowable in otheryregfo*, at a minimum rate •, ; • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail4area,.area pars clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membran"is to cov qr tk lea beotng back -nailed. (Please refer to applicable local building codes prior to installation.) • • • 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 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 APPI61CATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOItIMCNpATIONS. END OF THIS ACCEPTANCE ...... • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 HIAMNM MIAMI-DADE COUNTY EMW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy The Dow Chemical Company 1605 Joseph Drive 200 Larkin Center Midland, MI 48674 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 Control46ection (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve =he �ir�t to have tAis prodelet •: - or material tested for quality assurance purposes. If this product or material fails to perform iti the'accepWflftner, the •• manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 41b*41, or sus�W the ust'"" of such product or material within their jurisdiction. RER reserves the right to revoke this accepiance, if it is :-*so: determined by Miami -Dade County Product Control Section that this product or material fa�)�S,tQ meet th %re&Aremegt�• • • of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Flcidda Building L'W .....* including the High Velocity Hurricane Zone of the Florida Building Code. ...•.. . • . I . . . ...... DESCRIPTION: TILE BONDT'" Roof Tile Adhesive • •. ; • • , •; •• • .. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.14-0820.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. 44z� NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive Material: Polyurethane SCOPE: This approves TILE BOND TM Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BOND' Roof Tile Adhesive. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications TILE BOND Roof Tile N/A TAS 101 Single component polyusethane fbam roof tile` • % • Adhesive adhesive • ' . . ' ...... .... ....% PRODUCTS MANUFACTURED BY OTHERS: . .... .... . . ......Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current im.which listattachment .. . .. ..... resistance values with the use of TILE BOND roof tile adhesive.00 • MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2842 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 . . . . ...... Results 1.83 lbs./ft.3 14.31 psi 31.21bf @ 180°F, 65% RH for 120 days, concrete to concrete 2.21 % absorbed by Volume 3.00 Perm / Inch -0.47% Volume Change @-40'C., 2 weeks -4.05% Volume Change @70'C., 100% Humidity, 2 weeks 86.3% 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.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 05/19/08 4848-5 TAS 101 05/19/08 4848-4 TAS 101 05/19/08 4848-3 TAS 101 05/19/08 4848-2 TAS 101 05/19/08 4848-1 TAS 101 05/19/08 Trinity ERD D9840.09.09 TAS 110 09/17/09 INSTALLATION: 1. TILE BONDTm Roof Tile Adhesive maybe used with any roof tile assembly having a:curf ent NOVthat Gsts ...... attachment resistance values with the use of TILE BONDTM Roof Tile Adhesive. • • • • • • • • • • 2. TILE BONDTm Roof Tile Adhesive shall be applied in compliance with the Componetl�.1gglication sgction anti • • • • the corresponding Placement Details noted herein. The roof tile assembly's adhesive aMvImient wy b4be use cr • • •; TILE BONDT' Roof Tile Adhesive shall provide sufficient attachment resistance to meot.or exced*M"'esistauw. value determined in compliance with Miami -Dade County Roofing Application Stan"s4;kAS 137. iMe ..:.. adhesive attachment data is noted in the roof tile assembly NOA. . • • • • • • • • • • • • • ....• 3. TILE BONDTm Roof Tile Adhesive and its components shall be installed in accordanje XOitj Roof ng gpplicatioa, % Standard RAS 120, and The Dow Chemical Company TILE BONDTm Roof Tile Adhesive.OperatVg Til truction • and Maintenance Booklet. • • .. . 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Themical Company. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND' Roof Tile Adhesive has been dispensed. 7. TILE BOND TM Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 3 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. TILE BONDTm Roof Tile Adhesive can be used with flat, low, medium and 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 TILE BOND' Roof Tile Adhesive roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS 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. Lee% LABELING • • • • • • • • • • • • + • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable. ftWkjng of the • • . • manufacturer's name or logo and following statement: "Miami -Dade County Product Control'Rpproved" oYfh2 Miami'; • • Dade County Product Control Seal as shown below. . * •. ""' .. .. 00 0 0000 0 ouMrr •••••• • BUILDING PERMIT REQUIREMENTS: so0 00 As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE Tile Profile Placement Detail Minimum patty Weight per tile (grams) Contact Area (Square inches) Flat / Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 High Profile ( Head) High Profile(Nose) #3 22.0 11.0 39 19.5 Two Piece Barrel #4 11.6 20 NOA No.: 16-0222.01 CMLAMHM�DECOUZ Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 4 of 8 ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 5 of 8 MEDIUM PROFILE DETAIL #2 NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 6 of 8 HIGH PROFILE DETAIL #3 r� 1 . . . . ...... .... % NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 . . . . ...... .... % NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE MMM �z NOA No.: 16-0222.01 Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 8 of 8 MIAMFOADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 Cgntro1Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve -the right to 3a'Je fills ...... product or material tested for quality assurance purposes. If this product or material fails tc perform in the•aoeepted •' manner, the manufacturer will incur the expense of such testing and the AHJ may immediately:tvoke, nititiify, or • • • •: • suspend the use of such product or material within their jurisdiction. RER reserves the riglffd'felvoke this Acceptan4q,...: if it is determined by Miami -Dade County Product Control Section that this product or material ..... tails to glee Ike ' ...... requirements of the applicable building code. • .... . .... ...... This product is approved as described herein, and has been designed to comply with the FlpriWuildin*g.64l.ts including the High Velocity Hurricane Zone of the Florida Building Code. • •.... .' . . . . ...... DESCRIPTION: Low Profile Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state;Ict fdllowing 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.16-0314.06 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino 11 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description :...:. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof file equipped with two .' Concrete Tile Width = 12 '/4" Type 3a nail holes. For adhesieq set, direct deJ or • • • •: • Thickness ='/z" Class III battened nail -on aplYlT(MMhs. • .... .... . . Low Profile Lenght = 17" TAS 112 Flat profile concrete roof the equipped with two • • Concrete Tile Width = 12 '/<" Type 3a 00000 nail holes. For adhesj%gt, dir&j*,Fit or Thickness ='/z" Class III • • • battened nail -on applications. . • Low Profile Lenght = 17" TAS 112 . . . . ...... O'0'00 Flat profile concretj rogf�le with slate finish] • Concrete Tile Width = 12 '/4" Type 3a equipped with two ndil holes. Fpf adhesive stt, • Thickness ='/z" Class III direct deck or battened nail -on appiications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='h" Class III direct deck or battened nail -on applications. Low Profile Lenght = 17" TAS 112 Flat profile concrete roof tile brushed finish Concrete Tile Width = 12 '/4" Type 3a equipped with two nail holes. For adhesive set, Thickness ='h" Class III direct deck or battened nail -on applications. Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete roof pieces for use at Width = varies hips, rakes and ridges. Manufactured for each varying thickness tile profile. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Aeency Test Identifier PRI Asphalt Technologies ERPF-00 1 -02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida ATL of South Florida Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 RT0706.01-17 Test Name/Reaort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing 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 Testing TAS 108 (Mortar Set; .'. Static Uplift Testing*..... TAS 101 (Mortar Set) • • 0 • • Static Uplift Testing• • TAS 102 ...... Static Uplift Testing: TAS 102 Static Uplift Testing; • • • TAS 102 • Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity TAS-112 TAS-112 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 ..4Vg. 1994 . ...... 0000 '..A4ay 1994.9.:. . 0 . 0000 ...... '.. Pm. 1994 .... •March, 199� • • Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 09/25/ 17 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 9 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 shall be required, 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 Miami -Dade County 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. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code. .••••• 4 INSTALLATION: • • • . „ • • • 4.1 Eagle Roofing Products LLC Low Profile Flat Concrete Roof Tiles and its componetits•tMI be installed in strict • : • compliance with Roofing Application Standard RAS 118, RAS 119 RAS 120. """ and • • • • 4.2 Data For Attachment Calculations • • . " �' . ' Y••• .... ..... Table 1: Average Weight (W) and Dimensions (I x w }.'..' '.: •.' 0 * 0 Tile Profile Weight-W (lbf) Leng -I• �) Width-w (ft� • Low Profile Flat Tile 11.4 1.42 • 1.03 • Table 2: Aerodynamic Multipliers - A (W) we 0 Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Low Profile Flat Tile 0.301 0.278 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3":12" 4":12" 6":12" 6":12" Greater than 7":12" Low Profile Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 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 16/32" plywood) (min. 19/32" plywood) 2-10d Ring Shank Nails 30.9 38.1 17.2 NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 9 Low Profile Flat Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Low Profile Flat Tile 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 1 50.3 65.5 48.3 1. Installation with a 4" the headlap and fasteners are located a min. of 2Y2" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mp(It4kA) ...... ... for Two Patty Adhesive Set Systems • • • • • • Tile Profile Tile Application •Q medtWstanpp, Low Profile Flat Tile Adhesive' 1.a • 1 See manufactures component approval for installation requirements. 2 The Dow Chemical Company TileBond Average weight per patty 13.9 grams. • ICP Adhesives Polyset® AH-160 Average weight per patty 8 grams. • • • • • • Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) •• • for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile ICP Adhesives Polyset® AH-160 118.93 ICP Adhesives Polyset® AH-160 40.44 3 Large paddy placement of 45 grams of Pol ProTM. 4 Medium paddy placement of 24 grams of Pol ProTM" Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Low Profile Flat Tile Mortar Sets 43.9 5 Tile-Tite Roof Tile Mortar. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 9 . .. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE7 MEN==0 FLORIDA • • .• •.... ... 000000 0 (LOCATED ON UNDERSIDE OF TILE) • OR .... .... ..... ...... . .. ..... .. .. .... ...... EAGLE FL . . . . ...... (LOCATED ON FRONTSIDE OF TILE) Low PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 9 PROFILE DRAWING LOW PROFILE ROOF TILE LOW PROFILE ROOF TILE [� APPROVED NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 7 of 9 rJ LOW PROFILE ROOF TILE A' LOW PROFILE ROOF TILE •••••• •••• •••••• • •••• •••• • • • • • • •••• ••••• •••••• •••••• • •••• •• • 00 • • • • • • •••••• • w • • • • • • • • • • •••••• • • w• • MAMFWIDE COUM NOA Dat : 10 /05/21 ... • � , Expiration Date: 10/OS/21 Approval Date: 10/26/17 Page 8 of 9 LOW PROFILE ROOF TILE •••••. °+•••� •••••• • END OF THIS ACCEPTANCE •"•• "" ° NOA No. 17-0822.13 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 9 of 9