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RF-05-22-1366Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 161 NW 108TH ST, Miami Shores, FL 33168 Contacts Issue Date: 06/03/2022 Parcel Number 1121360100270 Permit NO.: RF-05-22-1366 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 12/05/2022 Alix Louis Owner fla allphase construction Applicant 161 NW 108 ST Titilayo Adetayo 6741 W SUNRISE BLVD suite 27 6741 W SUNRISE BLVD suite 27 BLVD Y Business: 6741 w sunrise titiojo333@yahoo.com blvd plantation FLA ALLPHASE CONSTRUCTION CORP Contractor OLUREMI ODEDIRAN 215 S BISCAYNE RIVER DR, MIAMI, FL 33169 Mobile: 3059566993 Description: ROOF REPLACEMENT TILE I Valuation: $ 15,750.00 Total Sq Feet: 2,100.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.20 Roofing Fee $250.00 Technology Fee $7.50 Total: $327.80 Ins ection Requests: 0,OS,-762 4949 Payments Date Paid Amt Paid Total Fees $327.80 Credit Card 06/03/2022 $327.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhennore, I authorize the above named contractor to do the work stated. e Authorized Signature: Owner / Applicant / Contractor / Agent Date June 03, 2022 Page 2 of 2 IN�U E VED 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 0 ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 161 NW 108 St. I_ 27 2022 BY: FBC 20 Master Permit No.P—F 05-22-1 3 (P Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11 2136 010 0270 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: OWNER: Name (Fee Simple Ti 161 NW 108 St Miami Shores Tenant/Lessee Name: Email: Construction Type: Flood Zone: Alix J. Louis State: FL BFE: FFE: 33168 CONTRACTOR: Company Name: Fla Allphase Construction Corp Phone#: 3059566993 Addrp«. P. O. Box 641233 City, Miami State: FL Zip: 33164 Qualifier Name: Oluremi Oded'Iran Phone#: 3059566993 State Certification or Registration #: CCC O51578 DESIGNER: Architect/Engineer: of Competency #: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: al SC Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of work: Roof replacement - Tiles Specify color of color thru tile: —,QCvIC (,,' Submittal Fee $5D.0_ Permit Fee $ -�Zj-U Scanning Fee $ Radon Fee $ pR'=SU Technology Fee $� •'S b Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) t=SV-95D KI2n �q _ CCF $ 1�tl� 0 �C�)O)/Cc $ JS�B/PR $ �4. sh4otary $ •LD Double Fee $ Bond $ TOTAL FEE NOW DUE $ 302. QED 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 o� I Lkj,— Signature LA ` iMRr/ OWN RorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this T day of 20 0o Z by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Notary Public State of Florida Nelson Guiraldi My COM"Sion GG 357383 Fxpina 07/22/2M3 Print: Seal: The foregoing instrument was acknowledged before me this 2� day of oo4 20 Z -Z— . by (C) b A o4o is persona known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: f Notary Public Stele dFbdde Seal: Notary adalc St +� d My Commisslon HH 14519e Oa�d� Elcpiros 06/24/2025 +**r************************* * * •ors*�*,srsrsrstsrrrrrsr*ssrsssrrsssrsrsrsrs APPROVED BY Z/ Plans Examiner sssrsrsssssrs Zoning (Revised02/24/2014) Structural Review Clerk �l Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade Co Section A (General Information) Master Permit Number: Process Number: Contractor's Name: Fla All Phase Construction Corp Job Address: 161 NW 108 St. Miami shores ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile p Mortar Adhesive Set Tile Miami Shores Village B ng Departure t ❑ Asphaltic Shingles ❑Metal Panel/ Shingles ❑ Wood SF _""""'gppk•-- Date Subject to complli§nco "ell Fedor I'State ROOF TYPE and County rules mna raguletlons. Permit# ______ ❑ New Roof ❑ Repair ❑ Maintenance 0 Reroofing ••.❑ Reeotieting ROOF SYSTEM INFORMATION ""•' ••••�• Low Slope Roof Area (ft2) Steep Sloped Roof Area (ft2) • •Tetal (ftz) .. 20.6m$ • ...... .. ..... Are there gas vents on the roof? 0 Yes 0 No If Yes what type? 0 Natural 0, tfX• • • • • ... Is there an existing roof top Solar System? 0 Yes 0 No If yes will it be reinstalled? yYe5 �10 No.. •..� Section B (Roof Plan) .. �• •• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains• lig4cle dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of oaraoets. '< Premium Report 161 NW 108th St, Miami Shores, FL 33168-4312 Report: 46083819 LENGTH DIAGRAM Total Line Lengths: Ridges = 55 ft Hips = 94 ft Valleys = 45 ft Rakes = 34 ft Eaves = 179 ft Flashing = 0 ft Step Flashing = 0 ft Parapets = 0 ft F8C -1f-A n Joao — HV H Z Sec+zOr) Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet In some cases segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9) O zW9.fillFu,k'fe�+ reTrckyYs, IM u P rntb 'Cup.-ulR .PevivN- grR"'.eC'r=�r:yean Patmtatpl�atcn Np. 1p162199]-�>.e�et b/meamvt J.5. I., xm. 9.oze,4]n, a.:45,5;d, 4,l 4 IMI B, O 25;&B AS,9,135,M,,B,6A,961; 3,SH,56d; 3,3:d, ^0, d 542,M,, 9,2. ,%9;%3N,749; 959,466 CN ParnU Pm PAGE 4 Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Control Number: Boral Roofing, LLC - 21-0712.03 Minimum Design Wind Pressures, From Applicable RAS 127 Table or Calculations: Zonel: 67 Zone 2e: 67 Zone2n: 74 Zone 2r: 74 Zone 3e: 115 Zone 3r: 75 Slope Range: Qk 2:12 to 5 4:12 O> 4:12 to 5 6:12 O> 6:12 to 512:12 Roof Shape: O All Hip Roof Q Gable Roof or Partial Gable/Hip Roof °°°° ° ° ° ° ° °°°°°° Deck Type:L Wood 5/8" ° ° ° ° ° ° ° ° A ° ° ° ° ° °°°°°° °°°°° °° ° Underlayment Type:L °°°° # 30 ASTM D226 Type°ll ° ° ° ° e ° ° ° ° ° °°°°° °°°°°° °°° ° ° ° °°°°° Roof Slope: ° ° ° ° 3 °°°°°° ° :12 Insulation: °°°°° N/A ° °° ° ° ° ° ° wu ° ° ° °°°° ° °° °° ° ° ° Fire Barrier: N/A ° a ° 00 ° Ridge Ventilation? Fastener Type & Spacing: ' RS Nails & Tin Caps 6" OC @ laps; 2 N/A Cap Sheet Type: Polystick TU P Max. NOA 21-0602.14 14 Cap Sheet Attachment: Self Adhered Mean Roof Height: T 4- ftACA "4+: t7. _ i A A` i 6O A 2Z,04 j1, 02- Roof Covering: F Villa 900 Concrete Roof Tiles Drip Edge Type & Size: 3" Face 26 guage Galv. Metal Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form for Miami -Dade County Section E (Tile Calculations) For Moment based tile systems, choose Method 1. Compare the values for Mrwith the values from Mr. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1* " Moment Based Tile Calculations per RAS 127" Enter positive uplift pressures when using this table ( Zone 1: 67 x A 0.315 = 21.105 ) _ Mg: 7.62 = Mr,13.485 product Approval Mf: 45.5 ( Zone 2e: 67 x X 0.315 - 21.105 ) _ Mg: 7.62 = Mr2e 13.485 Product Approval Mf: 45.5 ( Zone 2n: 74 x A 0.315 = 23.31 ) _ Mg: 7.62 = Mr2n 15.69 product Approval Mf: 45.5 (Zone 2r: 74 0.315 x A 23.31 - ) - Mg: 7.62 15.69 = Mr:r Product Approval Mf: 45.5 ( Zone 3e: 115 x A 0.315 = 36.225 )-Mg: 7.62 = Mr3e 28.605 product Approval Mf: 45.5 ( Zone 3r: 74 x A 0.315 = 23.31 )-Mg: 7.62 = Mrar 15.69 product Approval Mf: 45.5 rile attachment method. Polyglas Polyset AH-160 Alternate rile attachment method: ° 0000 °°° ° ° ° ° ° ° ° ° ° ° 00 For Uplift Based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' vaWoes erelreatero6a484 00 e equal to the Fr values for each area of the roof, then the the attachment method is acceptable. 000000 ° Method 3* "Uplift Based Tile Calculations per RAS 127" 0000 ° ° 00 ° ° ° ° (Zone 1: x L = x W = ) - ( w) x cos 8 ) = Fr, Product,Qp`prgVW F': ° 00 ° ° ° ° 0 o (Zone 2e: x L = x W = ) - (w) x cos 9 ) = Fr2e °° °° Product ° ppr1 F': ° ° ° o° ° (Zone 2n: x L = x W = ) - (w) x cos 8 ) = Fr2n ProductAppreXai F': o ° ° ° ° (Zone 2r: x L = x W = ) - (w) x cos 0 ) = Fr2r ° e 0 Product Approval F': 00 ° 0 ° ° (Zone 3e: x L = x W = ) - (w) x cos A ) = Fr3e Product Approval F': (Zone 3r: x L = x W = ) - (w) x cos 6 ) = Frtr Product Approval F: *Method 2 "Simplified Tile Calculations" only applicable In Broward County. Where to obtain information Description Symbol Where to Find Design Pressure Zones 1, 2e, 2n, 2r,3e, 3r From the applicable Table in RAS- 227 or be an engineering analysis prepared by a PE based upon ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier A Product Approval / Notice of Acceptance Restoring Moment due to Gravity Mg Product Approval / Notice of Acceptance Attachment Resistance Mf Product Approval / Notice of Acceptance Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval / Notice of Acceptance Required Uplift Resistance Fr Calculated Average Tile Weight w I Product Approval / Notice of Acceptance Tile Dimensions L=Length W= Width I Product Approval / Notice of Acceplance All calculations must be submitted to the Building Official at the time of permit application. EmirMICONTRO E COUNTY � PRODUCE CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Suee4 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/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requiraavIkIs of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Bttitding Code • • •. including the High Velocity Hurricane Zone of the Florida Building Code. •' DESCRIPTION: Boral Villa 900 Concrete Roof Tile •"". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ind folfoVing; 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 theft has been no•ohange 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 21-0420.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 21-0712.03 Expiration Date:09/21/26 Approval Date: 09/16/21 Page I of 7 • ROOFING ASSEMBLY APPROVAL Cat_eeoryy:: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb %z" thick Class III Trim Pieces 1= varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double rolls. For direct deck, batten, mortar or adhesive set applications. +ao. Accessory trim, concrete rgof gieoes for use at ° ridges, hips and rakes. 00 ° O 0 * 0 O O 0 000 i 0 0 O O 0 000..0 0 0040 0O 0 0 0 O O 0 .a0. . 00 Manui�a�r 060 O (With CurfengaNOA) ° ° 00a000 ICP Adhesives Polysee AH-160 Two component polyurethane ICP Adhesives gnd �ealants,onc.° ° foam adhesive. ° ° O . .° TILE BOND Roof Tile Adhesive Single component polyurethane DuPont de Wou'rs, Inc. O 0 0 0 foam roof tile adhesive. ° 00 "Tile Tite" Roof Tile Mortar Premixed, pre -bagged roof tile Bermuda Roof Co. Inc. mortar. Product Description Touch `N Seal StormBone 2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive Touch `N Seal StormBone One One component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL DAP Foam, Inc. DAP Foam, Inc. NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 2 of 7 600006 0 0 0 000000 O O 0 ad. 0 a: a 60000 . o O O O . 000000 O 0 0 0 0 0 0 0 0 O O .O0aa0 0 0 2.3 EVIDENCE SUBMITTED Test Azency Test Identifier Nutting Engineers 13343.1 Redland Technologies 7161-03 Appendix III 7161-03 Appendix II P0402 The Center for Applied 94-060B Engineering, Inc. 94-084 Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. American Test Lab of South Florida P0631-01 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations RT0617.02-16 RT0503.02-21 Test Name/Reaort Date TAS 112 Apr. 2006 Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) O 0066 0 O O O O 0000 Wind Driven Rain 000000 Oc$ 019� 00 0 TAS 100 0 a a : 0 a Static Uplift Testing .... Fe1 145 TAS 102 00000° a 0000 (2 Quik-Drive Screws, Direct Decks e 0 000 0 Static Uplift Testing 0 0 O O 0 0 March, fJT5 TAS 102 °Goose O (I Quik-Drive Screw, Direct Deckj o 00 0 e (1 Quik-Drive Screw, Batte4s) °O O 00 0 o 0 0 00 Static Uplift Testing 00 0 Sep. 1999 TAS 101 Dec. 1998 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers 09/01/16 Two Patty Adhesive Set System April 1999 Restoring Moment Due to Gravity 09/01/16 TAS 112 06/29/ 16 TAS 112 05/12/21 NOA No.: 21-0712.03 Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 3 of 7 000000 m ° 0 oe0000 O 0 000000 a 0000. 0 0 00000 000000 0 0 O 0 a 0 a 0 0 0 000000 0 0 PRI Construction Materials Technologies NEMO ETC, LLC COPO-002-02-11 Static Uplift Testing 10/ 12/2016 TAS 101 (Adhesive Set) COPO-002-02-04 Static Uplift Testing 10/ 12/2016 TAS 101 (Adhesive Set) COPO-002-02-03 Static Uplift Testing 10/12/2016 TAS 101 (Adhesive Set) 2002T003.02 TAS 101 11/06/20 4c-DPBS-20-LSOTM-01.C.R1 TAS 101 12/17/20 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quartedy*&k in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Cmd! C, rnplianee &fice 0 0 ° 0 o 0 0 0 O 0 0 0 0 for review. 0 0 0 0 0 3.4 00000 0 0 Minimum underlayment shall be in compliance with the applicable Roofing Applications tan�la;ds listed section 000000 0 4.1 herein. 0 0 0 0 0 0 0 0 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the refit §1ppe unlgssD e Ostoated otherwise by the underlayment material manufacturers published literature. 0 0 0 0 0 0 0 0 0 0 0 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in coir� twt with appll'�le building code. 000000 0 000000 0 a 0 4. O O 00 0 INSTALLATION 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Appligq0tton 0 0 0 0 0 0 0 0 Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) 1 j Length -I (ft) Width w (ft) 1 Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - I (W) Tile Profile X (ft3) Batten Applicatlon X (fts) Direct Deck Apelication Villa 900 Concrete Tile 0.291 0.315 ta«t , sco Hr�r NOA No.: 21-0712.03 • • • Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 4 of 7 Table 3: Restoring Moments due to Gravity - M9 (fL-Ibf.) Tile Profile 2":12" 3":12" 4":12" 6$1 12" 611:12" 719:12" or greater Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck 7.50 Battens 6.42 Direct Deck 7.34 Battens 1 6.26 Direct Deck 7.15 Battens 6.08 Direct Deck 6.95 7.70 7.62 6.56 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck Direct Deck Battens (min 15/32" plywood) (min. 19132" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1000 ° ° ° ° 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 ° ° 1-10d Smooth or Screw 24.3 24.3 ° ° ° ° ° 24.20 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 ° ° 2F. ° Shank Nail Eave Clip) ° ° ° ° ° 2-10d Smooth or Screw 35.5 35.5 ° ° Shank Nails Field Clip)00 ° 00 2-10d Smooth or Screw 31.9 31.9 ° ° 32.2 Shank Nails Eave Clip)° ° o ° ° ° ° ° ° ° Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) ° ° ° ° for Two Paddy Adhesive' Set Systems ° ° Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile TILE BONDTm Roof Tile Adhesive 352 TILE BONDTm Roof Tile Adhesive 673 ICP Adhesives Poi set® AH-160 26.14 Touch 'N Seal StormBon& 2 556 Touch 'N Seal StormBond® (one component) 726 1 See foam adhesive manufacturer's component approval for installation requirements. 2 Medium paddy weight of 8 grams per paddy of TILE BONDTM Roof Tile Adhesive 3 Medium paddy weight of 16 grams per paddy of TILE BONDTm Roof Tile Adhesive 4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160 5 Medium paddy weight of 8 grams per paddy of Touch 'N Seal StormBond ® 2 6 Medium paddy weight of 8 grams between tile and underlayment, paddy weight of 5 grams on overlap of tile of Touch 'N Seal StormBond ® one component) NOA No.: 21-0712.03 ffibK" Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 5 of 7 G Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile ICP Adhesives Pol set® AH-160 8 ICP Adhesives Pol set® AH-160 45.5a Touch'N Seal StormBond®2 400 Touch'N Seal StormBonde2 7010 7 Large paddy weight of 54 grams of Polyset® AH-160 Medium paddy weight of 24 grams of PolysetO AH-160 9 Medium paddy weight of 30 grams of Touch 'N Seal StormBond ® 2 10 Large paddy weight of 60 grams of Touch 'N Seal StormBond ® 2 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems .. Tile Tile Attachment Profile Application Iesist ince Villa 900 Concrete Tile Mortar Set" „ jq 6 11 Bermuda Roof Co. Inc. Tile -rite Roof Tile Mortar. .. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or.ingcas detailed.below, or following statement: "Miami -Dade County Product Control Approved". : .. ....:. LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAM40ADE COUNTY NOA No.. 21-0712.03 • • � f Expiration Date: 09/21/26 Approval Date: 09/16/21 Page 6 of 7 Villa Nast holes PROFILE DRAWING 12111 11/2n VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE O.verlock NOA No.: 21-0712.03 I9AMF011DE COUNTY •••. � Expiration Date: 09/2I/26 Approval Date: 09/16/21 Page 7 of 7 MIAMI-DADE COUNTY MIMI®�I1DE 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) w .mismidade.eov/ecoaomY ICP Adhesives and Sealants, Inc. 12505 NW 4411 Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product l;ph4l Sectigp dtl , , = Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hsveJhis produrror: 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, o► suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, ifit is•aetermiite8 by' ..... Miami -Dade County Product Control Section that this product or material fails to meet the requirementsofthe applicable: building • • ..:..' • • • • • • code. This product is approved as described herein, and has been designed to comply with the Florida Buiding Oode in l drug . •, the High Velocity Hurricane Zone of the Florida Building Code. •„• DESCRIPTION: Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 20- 1124.07 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 22-0411.02 aannbn°eCOut Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications PolyseeAH-160 NIA TAS 101 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 0060 ° 0 0 0 0000 0 0 0 o0 6 Product Descript io 0 e e on ° e e oe 0 O 090000 O Two component polyurejlumf oam aftsiive pope Dispensing Equipment 000000 a eo 000 0 O O 0 O O O 0 9 O O Dispensing Equipment ° 0 ° e ° 0 e o 0 30 & 100 ° ° 90 O O O e O O 0 00 O O � PRODUCTS MANUFACTURED BY OTHERS: 0 0 ° 00 0 O 0 00 Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro er Test Results Density @ 73°F ASTM D1622 2.1 lbs./f1.3 Compressive Strength ASTM D1621 18 PSI Parallel to rise 14 PSI Perpendicular to rise Tensile Strength ASTM D 1623 29 PSI Parallel to rise Water Absorption ASTM D2842 0% Moisture Vapor Transmission ASTM E96 2.3 Perms Dimensional Stability ASTM D2126 +0.07% Volume Change @ -40' F., 2 weeks +6.0% Volume Change @ 158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D6226 94% 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.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 2 of 11 o•oeoo ° e 0 O O Oo0000 ° o 00900 e e 0se0o 000000 O 0 ° 9a00oe O O 0 0 0 0 0 0 s 0 EVIDENCE SUBMITTED: Test A enc Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services NEMO ETC, LLC Test Identifier #94-060 257818-IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB-589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 4p-ICP-20-SSLAP-0 LB Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 Physical Properties Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 0 0 0 0 0 0 0 0 000a ®°oil/16/94 0 000 0eo0:446/95 0 00 0 o 0 000000 0 ®° 003/j4/96 0 0 0 a. ° 04/18/12 0 00 00o0=1/12 O001 o 0 0 0 0 00 0 0 0 0 0 0 0 o a 10?23/98 0 ° 0 a 0 0 00 0 0 0 •0 0 00 O O O O 12/28/98 0 ' 03/02/99 11/11/20 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 1APPROVEa NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 3 of 11 060000 0 0 0 000000 0 0 ooeoso ° *coca O O oe000 0 0 0 0 0 0 e 0 e 00004 0 0 0 0 0 0 0 0 e O 0 INSTALLATION: 1. Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of Polyset® AH-160. 2. 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 Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Tmined'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority ha: ong jurisdiction. o 0 00000 000 000000 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is requiredcbefare applioatim° O ° of any adhesive. The mix ratio between the "A" component and the "B" component shall be ?rosined beeweens 0 ... 000 oos.00 0 0 0 1.0-1.15 (A): 1.0 (B). a ° ° ° ° ° 6. Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP A4%4ies ProPgek® % 00000 & 100 dispensing equipment only. O°° 0 0 0 O O O O °° e 0 O° ° ° ° 7. Polyset® AH-160 shall not be exposed permanently to sunlight. ° ° ° ° 000000 000000 O° 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes a4er Polpet® AH ° ° l$0 00000° has been dispensed. ° O ° 000 O 0 9. Polyset® AH-160 placement and minimum patty weight shall be in accordance with the Tlaeemei; Detail ° ° ° Saco: herein. Each generic tile profile requires the specific placement noted herein. ° 00 NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 4 of 11 Table l: 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 Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles # 1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap ° ° ° ° ° ° Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal °1°7°ems per b9ad 000 edge) 20-25 sq. inches each 000000 0 00 ° ° ° bead °°°°°° ° Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches -54�s under pan ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 00 LABELING: ° ° ° ° ° ° ° ° ° ° All approved products listed herein shall be labeled and shall bear the imprint or identifiable marls ng of t0he o ° ° ° ° ° manufacturer's name or logo and following statement: "Miami -Dade County Product Control Apprgyd o:or the Midio- Dade County Product Control Seal as shown below. e ° 00 ° unW=E BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 22-0411.02 ,p�o►naoottNrr�r Expiration Date: 05/10/27 F"OPIPM06MIXApproval Date: 05/05/22 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nall through plastic cement Paddy(Be... thrile) (when required) Undedaymant 1 • 1t\\ lola, Battemoptivna) v Een Cvurce a •loin. Fasda 'fain Eare Closure cement l 21n.wid Battens optional Fade Nail through plzrtic se (when required) Paddy (Beneath Tile) Undedayment 101n.x 21n.wlde Battens /optional a Ir Eave Course Pestle Weephvle IOin. 2 in. Eavedosure Drip edge Fiat/Low Profile Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2, Continue in same manner. Insure approximately 17 (109.7 cm') — 23 (148.4 cm') square inch adhesive contact with the underside of the rile. Medium Profile / Double Pan Tfl2 • 1. Starting at the eave course, appp a minimudl 2"0 • • • ; (50.8 mm) x 10" (254 mm) x T' txtl mm) foa% ' • •' • fi• the underlayment oas shown" ... paddy onto p�i�ioned under the pan portion of the ti a closest to the overlock of the tile being set. • " 2. Continue in same manner. Insure approxim;teiy, L't (109.7 cm) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile l . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm')-23 (148.4 cm') square inch adhesive contact with the underside of the tile. NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05105/22 Page 6 of I l Eave Closure cement ADRESIVE PLACEMENT DETAIL # 2 Fay.Uusore Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm'') — 23 (148.4 cmZ) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as showg under the strengthening rib closest to the ovtllpek pf the till being set. • „ 3. Continue in same manner. Insure appwximately JO" , (64.5 cmZ) - 12 (77.4 cmZ) square inch adhesive • , , contact with the underside of the Wat... ... : Medium Profile / Double Pan Tile • •: Starting at the eave course, apply 8 tnin0num 2r-QO.6. mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm') square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 7 of 11 '' iin. optional ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cml) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy ontd t'iR• , underlaymentpositioned asshow; unde?thepan "" "•';• portion of the tile closest to the overlock of the tire •' being set. ...... 3. Continue in same manner. Insure 2pprD2chnately I-Y.: (109.7 cm2) - 19 (122.6 cm') squats jt1G(tadhesiyp, contact with the underside of the We:..' NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05105/22 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Ratllo koffleMb Medlum RroiileTile IAPPROYED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the file for low or high profile file closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 0000 0 ° O 0 0000 2. Apply a 411(101.6 mm) x 4" (1 O P.6 nwm) x I "<2§Ao o mm) foam paddy onto the undefthftnt just 1~islow° the second course line positioNd Oft paddy under the strengthening rib forWai Me, or uDftr thl pan portion of the tile, closest to thg underldck ibt the second course tile to be i o o°Webo Insurl� ° ° 0 approximately 8-9 0 (51.6-58 1 omo) ofadhesivt0 contact with the underside of the;il; ° ° ® O 0 ° O O° 0 00 ° 0 0 0 0 0 O ° (Instructions continued on next page) ° ° °° NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 9 of 11 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 ° ° 0 0 0 0 0 0 0 0 00000 0 0 °0°°° 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 ° ° 0 0 0 0 0 0 0 0 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) wedonne edge Mgh ProflleTtle 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x/d' (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') - 11 (71 cm) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cmZ) - 9 (58.1 cmZ) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner..... • NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 10 of 11 1) Place enough adhesive to achieve 65 to 70 In cantaid with the pan tile. 21Turn covers upside down. Place adhesive h to 1 in.from ouhide edge of cover tile. Then install the tile. Ensure 20 to 25 so. in. contad area. s Eave clasurd (mofarshown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep phch applications (when required) Remove top portion of the eave course covertile.Ahutto second course of pan tiles Ensure eave end of pan and cover tiles are Rushat eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure .... approximately 65 (419.4 crg2) - 0 (45 Leam.). square inch adhesive comactwaith she undersidel of the pan tile. ' 3. Turn covers upside down exadM& the uQdtlsid% of the tile. Apply a minimunT I* T25.4 mutt) x•19" (254 mm) bead of adhesive Me*c% on Maifiger. .. .. edge of each side of the cover � r tile. Leave approximately 3/4" (19 mm) to r'9(25.4 mmr from the outside edge of ttl�e tile, inward,Zra col. foam to allow for expansidttir . • , 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm'-) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 22-0411.02 Expiration Date: 05/10/27 Approval Date: 05/05/22 Page 11 of 11 MIAMA � MiAMi-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) - www.mlamldade.aoy/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Contf& %ction •' • • ; (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the -tight to have tfiis product '. ...... or material tested for quality assurance purposes. If this product or material fails to perform ipt�iep; cepterl'manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mod*. or susDend jhe use: .... of such product or material within their jurisdiction. RER reserves the right to revoke this ac eptan'ce, if A iS .. • ..... determined by Miami -Dade County Product Control Section that this product or material failste-meet the.mvirements.:..' of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flort&Mdlding Code including the High Velocity Hurricane Zone of the Florida Building Code. ; • • DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.17-0614.22 and consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. w APPROVED NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 1 of 7 ROOFING COMPONENT APPROVAL Category. Roofing Sub -Category: Underlayment Material: SBS, APP PRODUCTS DESCRIPTION: Product Dimensions Polystick IR-Xe 65' x T Or 33.4' x Manufacturing 3' Location # 1 & #2 60 mils thick Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location # I & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 65'8" x 3'3-3/8" 60 mils thick 32' 10" x 3'3 3/s" 130 mils thick 65' x 3'33/8" 80 mils thick Test Product Specification Description ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. TAS 103 and O"o A rubberized asphalt self -adhering; golyestforced ° o 0 0 0 ASTM D 1970 waterproofing membrane. Des?&ecf as a %fbCdle ° ° oa00°° 00 ° °°°00° underlayment. 000000 ° O 0 TAS 103 and A rubberized asphalt waterprodfing jnemb e,°glass- ° ° ASTM D 1970 fiber/polyester reinforced, with°a ° °anular `�urfabe ° ®° 0 `° ° °aO ° designed for use as a tile roof,° 0 0 00000 jFayment 0° 000000 TAS 103 and A rubberized asphalt self-adh&hn, glass-fibe6'polyester 0: ASTM D 1970 reinforced waterproofing membrane. Designad as a meMo ` " 0 ° roofing and roof tile underlay%gpt ° 0 o 4 ° ° ° 0 0° 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. 6518" x 3133/8" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32' 10" x 33 %" 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. MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL �nCota NOA No.: 21-0602.14 .. • •ED I A Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 2 of 7 Test Aeencv Trinity I ERD EVIDENCE SUBMITTED Test Identifier P37300.10.11 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-10130.06.16-1 PLYG-SC10130.09.16 PLYG-SC 13035.08.17 Test Name/Report •°e0 Date TAS 110/ASTM D4798 & D1970 10/19/11 ASTM D6164 07/02/13 TAS 103, TAS 110 & ASTM D1623 05/12/14 ASTM D 1623 10/03/14 TAS 103 & TAS 110 10/07/14 ASTM D 1970 & TAS 110 10/17/14 TAS 103 & TAS 110 06/27/ 16 ASTM D1970 & TAS 110 06/27/16 ASTM D 1623 ° ° 09=/16 TAS 103 & ASTM D472§ e ° : 000000 ° 0 e 0 e• 0 o 8%32/17 ° ° ° o ° 0 0 0 0 • 0 • 000000 0 0 0 • LABELING: 0 00 ° 00 0 ° • o ° 0000 a 00 00000 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufaetrefs name or logo, city: • • ° and state of manufacturing facility and the following statement: "Miami -Dade County Pfbdutt Control Aep*provedy e e 0 • or the Miami -Dade County Product Control Seal as shown below. : ° ° a ° : Go • 0 00 0° 00.000 0 0 MWMIOIAD� COIiNTY ° • 0 00 0 0 __IAPPROVEDI o 0 0 000000 00 0 00 0 0 0 • o e 0 00 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. M�AMWaAp�GOUMY NOA No.: 21-0602.14 • • • ROVED1 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 3 of 7 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 H 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 TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. 0 0 ° 0 Surfacing: See General Limitations Below. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° 0 0 000 0 ° ° ° ° ° ° ° ° ° ° ° ° ° 0 ° ° 0 ° ° Deck Type 1: °°°°°° ° ° ° °°°° ° Wood, non -insulated ° 0 0 0 0 ° o o ° ° 0 ° ° ° Deck Description: ° ° Min. 19/32" plywood or wood plank ° ° ° ° ° ° ° ° ° ° ° System Type E(2): 00 09 ° ° ° ° ° ° o o ° Anchor sheet mechanically fastened to deck, membrane adhered 000000 0 Anchor/Base Sheet: 0 o s 0 One or more plies of ASTM D 226 Type H or ASTM D 2626. ° ° ° ° ° ° ° ° ° ° ° ° Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a i�m� m 4" �headd!p. (Ur ° ° ° ° o base sheet only) : ° 00 Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) 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. Wffl MMUMn NOA No.: 21-0602.14 • Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 4 of 7 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°direitions. ° 000 ° ° ° ° ° ° ° ° ° ° ° 6. Roll or broom the entire membrane surface so as to have full contact with the surface,'viOg special attention to ° ° ° ° lap areas. ° °O ° ° °°°°°° ° 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assem6 , cur°rent Proddct Contr&I ° ° ° o Notice of Acceptance. ° ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° 00 00000 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Theang tam shall be ° ° o .. ° pressed in place and formed around the protrusion to ensure a tight fit. A second layep of Polystick shall be ° ° ° ° ° ° applied over the underlayment. 0000° ° ° • ° ° ° ° ° ° ° ° ° 00 ° ° ° ° ° ° ° ° 000° GENERAL LIlMTATIONS: o ° ° ° o ° ° ° ° : 00 ° 00 ° 1. Fire classification is not part of this acceptance. ° ° ° ° ° ° 2. Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR Xe may be used in all the previous assemblies listed except metal roofing and roof file systems. Polystick TU Max may be used in non-structural metal roofing and roof file 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 TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS PIus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR Xe, 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 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. Expo ure Limitations (Days) Polystick MTS Polystick IR-Xe Elastoflex S6 G Polystick TU Plus Polystick TU P Polystick TU Max Polystick MTS Plus Winter Haven FL 180 90 180 180 180 180 180 Hazelton PA I N/A 1 90 N/A 180 N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. M U coin NOA No.: 21-0602.14 q8NEILUZI Tau, Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 5 of 7 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 TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and 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 file 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 Sy fif (E3) Profile MTS S6 G Polystick TU P TU Max MTS Plus MTS Plus with' Pius Flat Tile Prohibited 4:12 6:12 6:12 5:12..:. 6412 without battens Profiled Prohibited 4:12 6:12 6:12 4:12• • • • rI�Z Tile without battens • • • • • ... The above slope limitations can be exceeded only by using battens in accordance with: he (proved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are requiiK they shaH • • •: be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid d'roPpitlg of file directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) ry a 12 O 6 N b R)Of Oek PrePared with . POLMICKTU Rrs 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 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 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 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. MIAM4DAUE CIOUNTY NOA No.: 21-0602.14 • r Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 6 of 7 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover tic Nea being back -nailed. (Please refer to applicable local building codes prior to installation.) O O ° O O O O° O O O O O O O o ° ° 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact ° O ° o ° 6 ° O 0; 0 0 0 0 0 00 Y O O O Q O O 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform 1a�wof Polyglass ° O POLYPLUS 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 50j Vp4ed in �etwegn the ° ° ° ° o application of the lap. The use of mastic between the laps does not apply to Polystick IV"V ° 00 00000 O o 000000 OOO O 00000 5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments. Its $d the Polyglass Tile, O O ° O O Loading Guidelines. See General Limitations #9 and #10. 000000 O ° ° O O O O O O 0 0 00 0 0 6. Battens and/or Counter -battens, as required by the file manufacturers NOA, must be used onO all prcajOeetsO f*r pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/41YOW MecaugQns §hould to ° ° ° o taken, such as the use of battens to prevent file sliding during the loading process. ° ° ° 0 00 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 50, XtraFlex 50 Premium Modified Wet/Dry Cement or Polyglass PG 500 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. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs 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) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE Muurtcot»v-n NOA No.: 21-0602.14 Expiration Date: 09/13/22 Approval Date: 08/26/21 Page 7 of 7 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements.and standards of the industry for roofing system installations. Additionally, the fG.11owing items °"•:• should be addressed as part of the agreement between the owner ant the-•contracter. ";"he ....% owner's initial in the designated space indicates that the item has been ezpained.,, ' :....: 1. #L Aesthetics -Workmanship: the workmanship provisions qT*16!tion RW2 ark;;;;, for the purpose of providing that the roof system meets the wind res'stZm;:e and grater instruction performance standards. Aesthetics (appearance) are not a consideration witFa,���; respect to workmanship provisions. Aesthetic issues such as color or archicectOral appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. AL Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. AL 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 to be performed. 4. AL Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. A 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Rev01 142021 Owners roofing consideration Page 1 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 6. N- Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability-to-vent'nacural ,..... airflow through the interior of the structure assembly (the building itseif)."The exi'sting amount of attic ventilation shall not be reduced. It maybe beneficial t^consider additional.. venting which can result in extending the service life of the roof. Owner/Age is S nature Date Contractor Signature " Date For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbld=0&repo=Mla miShoresVillage RevOI 142021 Owners roofing consideration Page 2 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. _� COPY OF QUALIFIER'S STATE LICENCES B. -yJ COPY OF LOCAL BUSINESS TAX RECEIPT C. f COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations apelicense number. ...............f. ..... .... BUSINESS NAME: 'F�R F��L`Phq,5Q LvY.M-YUC-'%toh C6TP BUSINESS ADDRESS: P. O , Box 6 µI2 a3 cinr N • M • B STATE FL ZIP .33 Ili y- BUSINESS PHONE: j).L) q.:�-b — (0q43 FAX NUMBER (--) CELL PHONE 3( b•�} 4- �1- Z�S�Z QUALIFIER'S NAME: i� !!�l Q►N-L ©��� r QUALIFIER'S LIC NUMBER: C C� 46 5"F a od C, C • Ron DSantisGovernor ..... ... ... , . .. ., . _... STATE OF FLORIDA Halsey Beshears, Secretary • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER; CGC046558 THE GENERAL CONTRACTOR HEREIN IS -CERTIFIED UNDEREXPIRATION DATE: AUGUST 31, 2022 PROVISIONS OF CHAPTER 489, FLORIDA STATUTES THE ODEDIRAN, OLUREMI FLA ALL PHASE CONSTRUCTION CORP. P. O. BOX 640323 NORTH MIAMI BEACH FL 33164 ISSUED: 08/19/2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. _ This is your license. It is unlawful for anyone.other than the licensee to use this document. Ron DeSantis, Governor Halsey Beshears, Secretary STATE ..OF FLORIDA DEPARTMENT OF BUSINESS At4D PROFESSIONAL REGULATION CONSTRUCTION, INDUSTRY LICENSING BOARD LICENSE NUMBER: CCC051578 EXPIRATION DATE: AUGUST 31, 2022 THE ROOFING CONTRACTOR HEREIN 15 CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489., FLORIDA STATUTES ODEDIRAN, OLUREMI FLA ALL PHASE CONSTRUCTION CORP. P. O. BOX 640323 NORTH MIAMI BEACH FL 33164 ISSUED: 08/19/2020 Always verify, licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 0 . - Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7283817 RECEIPT No, RENEWAL. BUSINESS NAMEMOCATION 7672072 FLA ALL PHASE CONSTRUCTION CORP 215 S BISCAYNE RIVER DR M IAM I, FL 33169 IMMM L BT EXPIRES SEPTEMBER 30, 2022 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPO OF BUSINESS OWNER PAYMENT RECEIVED FLA ALL PHASE CONSTRUCTION 196 GENERAL BUILDING BY TAX COLLBCTOR CORP CONTRACTOR 75.00 09121/2021 (".In 0111RFMI OnFnIRAN 01IAI IFIFR Worker(s) 1 CGC046558 INT-21.389516 This Loca€ Buslness Tax Recelpt only confirms payment of the Local Business Tax. The Recelpt is nets license, permi4 or a certification of the holder's qualifications. to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO, above must be displayed an all commercial vehicles- Miami -Dada Code Sac Ha-276. MIAM for more information, visit wm&MIjtmIdade.g, ltax allaota Local Business Tax Receipt Miami —Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 7283817 RECEIPT NO. RENEWAL BUSINESS NAMElLOCATION 7572073 FLA ALL PHASE CONSTRUCTION CORP 215 S BISCAYNE RIVER DR , MIAMI, FL 33169 LBT EXPIRES SEPTEMBER 30, 2022 Must be displayed at pace of business Pursuant to County Code Chapter SA -Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIV60 FLA ALL PHASE CONSTRUCTION 196 SPECIALTY BUILDING BY TAX COLLECTOR CORP CONTRACTOR 76.00 09/21/2021 C.1f1 C11 I1RFMl onFnIR iN ()I IAI IFIFR Worker(s) CCC051578 INT-21-369516 This Local Business Tax Receipt only confirms payment of the local Business Tax. The Receipt to not a license, permit, of a certification of the holder's qualifiaatlans, to do business. Haider must comply with any govemmental or nongoventmental regulatory laws and requirements which epplyto the business. The RECEIPT N0, above must he displayed an all commercial vehicles - Miami-Odde Cade See ea-776. MIA For more information, visit www.miam€4Adeonvtlexo !lector ZM a s. JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION " CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4/24/2021 PERSON: O LU R E MI OD ED I RAN FEIN: 824690431 BUSINESS NAME AND ADDRESS: FLA ALL PHASE CONSTRUCTION CORP 215 S. BISCAYNE RIVER DR MIAMI, FL 33169 SCOPE OF BUSINESS OR TRADE: EXPIRATION DATE: 4/24/2023 EMAIL: ALLPHASECONSTRUCTIONO3@GMAIL.COM Roofing -All Kinds and Contractor -Project Manager, Sawa, Construction All Drivers Construction Executive, Operations and Drivers Construction Manager r Construction Superintendent IMPORTANT: Pursuant to subsection 440.05(14). F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under IhIs section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of Steelton to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the buslness or Race listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a cerldicate. The department shall revoke a certificate at anytime for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01297805 QUESTIONS? (850) 413-1609 Ftirlf f�if1M..' 11 9. ('� �4 Pt 7i lJ���.irCi 'f ...•_... �gneklra; t stab a,,, j it Y � ^�............, Of Swvrn Ib (SEAL; TofWaleftskat �5�,,�!'> ,.xt Ft"40 Law ratearM WbdW$' CPMpWWvuon ' ,,vtaHa unoW ChapW " NO as ata I psryW e1114 in kM consvucwn induetty to exempt Own" bawttt[twr+ pA9+ t9 a POMA: pu*ruant to Eta # F.n^1ttaW, Fsca ionds An Wnp0OW in a» oonetrxt>rn w4weity wro WVVW a On# or man wnpbyasa, InOitIoell the Ownar, mart MIA" wom,,,, OMO" On nsnibtaa a1 a OMOW AMbiOlY o . Daly tt.LC} in fhe O MN alma N be aewtrtq fE t. The offer owns at least 10 Percent of Hs sroa of Hr oOrys "On' at At Het uNe Of an I.I.C. a statenw4 MYeIYq b Hta norormom #o 2. The oak is Wad oa an oftwof*woolpofakn In Via recanISOF.HN F11 d 3 1":Ot StaM, DAtyai o/CotpOAHorta: aaW .. cntpwaHah k ragwNred and dat d as &*.* with Ow Ftaiaa of State. Ohlel In of C .. NO roars than three Corpareet rrtOrttoata Wre *'towed to dtC+a�AM "te b or liabilityeINA We d Sef of b+bn rw or OR" a VOtuntaly 1111201110cWt to tAod at tits ateomolim I*jewb ttd. by Hta JM: contractor iS raq+sasgnp a psrmat under INS workers' c There �aC do"rAat n4saM0 vert/cafkan a( workyttyMWa ^ in iltWgt clog ynitHtrotti #W City of + to �� ""a°�) ++�' be pomonally liable for "Is w ObIfetego kWh "�W t y. covesUWW owed Of tltblety. R&, pbasa check with goat tnawta+iCH Pt11iNf tkfoH i7lOq plNpifljl (ilyiMilfla 1; NOT HY 31t3tVWC BE" IOU AC"O"'..EDGE THAT You HAVE READ THIS NOTICE AAKDLINV &MTAND,%." R66iYH.. P Nen; SEWN of --- _— caAuyoe_ i t �c f� Sworn SOand day Of t bMxe qv tYtia By Z ` MEAL) � TYPO of loialakown : } LA 1-N) *V611dMe04AW n esc Sled tbrlda i p pa h t HH td519b an Et�s FLA ALL PHASE CONSTRUCTION P.O.BOX 641233 FL 33164 (305)956-6993 Date: 6I J o} ' '. o a. State of: r 1 0 r I kef- - County of: W I 6 , t dQJP Before me this day personally appeared Qt(V r IVI 0 JJ . v11%-7 who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: p �, Q ryl t Q.M- r D 1(Q Contractor Signature Personally Known OR Produced Identification Type of Identification Produced } 8 Print, Type or Stamp Name or Notary '%•r'1/ Y T I 1. 1'a h'�•irA � 1 No �v r '� Tt1i411 o Ate PubrebaState of Fbrida �I+ � 1 a+sy e�`anmts , HH 14a�s� •�!!�'a P.O.BOX 641233 11, 33164 (305)956-6993