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RF-18-200414 �` SHORES Litt yYt H'�Ov F�pRAID Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 400 NW 112 Terrace Miami Shores, FL 33168-3328 Owner (Permit Parcel Number 1121360010200 Block: Lot: GREGORY PECCHIO 400 NW 112 Terrace MIAMI SHORES FL 33168-3328 Contractor(s) Phone Cell Phone ESTRADA ROOFING (786)385-3137 of Work: Re Roof onal Info: RE -ROOF SLOPE ROOF STANDING SEAM ME ification: Residential ring: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $19.80 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $6.60 Permit Fee - New Roof $275.00 Scanning Fee $12.00 Technology Fee $26.40 Total: $846.68 Issue Date: 81812018 Permit NO. RF-7-18-2004 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: 02/04/2019 Applicant GREGORY PECCHIO Phone Cell Valuation: $ 33,000.00 Total Sq Feet: 1694 Pay Date Pay Type Amt Paid Annt Due Invoice # RF-7-18-68350 08/08/2018 Check #: 7158 $ 796.68 $ 60.00 07/26/2018 Check #: 7133 $ 50.00 $ 0.00 Bond #: 3854 ,avauame I Inspection Type: Tin Cap Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Planning Review Planning 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 constructio nd Zoning. Futherm re, I aut onze the above-n ed contractor to do the work stated. `�=N ( �'1�Q�QZ August 08, 2018 utho ized SigoturoWner / Applicant / Contractor / Building Department Copy August 08, 2018 16 v BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 [BY — — — Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 (�- Master Permit No. 2Ee - 2 0--:T Q ROOFING ❑ RE ISION Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 400 NW 112 TER City: Miami Shores County: Miami Dade zip: 33168 Folio/Parcel#: 11-2136-001-0200 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: 1 FFE: OWNER: Name (Fee Simple Titleholder) ire !2 Pac�—kw Phone �J7e;q — 73�d Address: 400 NW 112 TER Of I City: MIAMI SHORES State: FL zip: 33168 Tenant/Lessee Name: Phnna#t- E CONTRACTOR: Company Name: ESTRADA ROOFING Address: 1738 SW 57 AVE hone#: (786)385-3137 City: MIAMI State: FL Zip: 33155 Qualifier Name: DANIEL GONZALEZ-LAUZAN Phone#: 305-668-8800 State Certification or Registration #: CCC1328913 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: Stat Value of Work for this Permit: $ 33,000 Square/Linear Footage of Work: _ Type of Work: ❑ Addition I Alterat'on _Ej New _ Q Rppair/Replace Description of Work: ��-- _ Zip: qly SST ition Specify color of color thru tile: `CC�C�1/t--Z Submittal Fee $ ' Permit Fee $ Cp CCF $ y CO/CC $ Scanning Fee $ I Z Radon Fee $ a ` 5 DBPR $ 13 Notary $ Technology Fee $ ' G Training/Education Fee $ 60 Double Fee $ Structural Reviews $ Bond $ ;cj(,) ' 0;z) TOTAL FEE NOW DUE $ (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. 1 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 n Signature WNER or AGENT CONTRAC OR The foregoing instrument was acknowledged before me this 23 day o _ 20 ] by Cn V-(rr I� who ' �n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign ,>�" Notaryy Public State of Florida Seall Anailyn Estrada 4g My Commission GG 173158 a�y8 Expires01/10/2022 APPROVED BY The foregoing instrument was acknowledged before me this E day o ` , 20 �by ��i�6'71nwD,-�N110 to me or who has produced identification and who did take an oath. NOTARY PUBLIC: i7l,-117.10 Seal: t or n Plans Examiner Structural Review as Notary Public State of Florida Anailyn Estrada My Commission GG 173158 Expires 01/10/2022 VVV Zoning Clerk (Revised02/24/2014) 7/23/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0200 Property Address: 400 NW 112 TER Miami Shores, FL 33168-3328 Owner GREGORY J PECCHIO Mailing Address 400 NW 112 TERR MIAMI SHORES, FL 33168-3328 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,661 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $161,028 $161,028 $134,829 Building Value $115,606 $115,606 $115,606 XF Value $2,166 $2,188 $2,209 Market Value $278,800 $278,822 $252,644 Assessed Value $89,163 $87,3301 $85,534 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $189,637 $191,492 $167,110 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 4 BLK 2 LOT SIZE 75.000 X 100 OR 11851-0819 0683 4 Generated On : 7/2312018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $39,163 $37,330 $35,534 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $64,163 $62,330 $60,534 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $39,163 $37,330 $35,534 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $39,163 $37,330 $35,534 Sales Information Previous Sale I Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. 04/20/2018 To: City of Miami Shores 10050 N.E. 2nd AVE Miami Shores FL 3313b Re: Owner's Name Property Address Roofing Permit Number Ci .01 400 NW 112 TER Dear Building Official: I ('"k, certify that I am not required to retrofit the roof to wall connections of my building because: ❑✓ The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBQ. Signa e of Property Owner o 'a Print Na(ne STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 2 day of 20 IS (SEAL) �'40 � Notary Public State of Florida Anailyn Estrada , My Commission GG 173156 Personally known Of Expires 01/10/2022 or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C:9)o—nls end Settmp\c ,I\My Ibc�anentst5tntisticsGrapl�s_2Utenf g Affidavit ConTh-v 9 26 07FRI.b],d- . 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. '�' �U ' 2<3Jq Process No. Contractor's Name ESTRADA ROOFING ,lob Address 400 NW 112 TER ROOF CATEGORY U ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ■ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ New roof ❑ Repair Low Slope Roof Area (SF) 0 ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ Maintenance ■ Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) 1,694 Section B (Roof Plan) 2 6 2018 ❑ Recovering Total (SF) 1,694 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated zones and location of pressure parapets. tree 1. , ..•• .. • • e ..... . x.. •sees• r • e 14 • • • • • • • • • • • • 25 yy • • • • • 2 14 •e • • seeee • f •1e: ee•ww• • • • • , • • • f • • •• • on • sees•• t• • FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017) 33 Miami Shores Village APPROVED BY DA A4 1, ).,I C f 10 GO.J,'LIANCE WITH ALL FEDERAL 469 �:, vif AND C:)L,' q1Y RULES AND nFGULATIONS > > 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: MAJOR'S METAL ROOFING & CUSTOM SHEET METAL Notice of Acceptance Number: 16-0224.13 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): el P1: -39.1 P1: -68.1 P1: -100.7 MAXIMUM DESIGN PRESSURE PRODUCT APPROVAL SPECIFIC SYSTEM: -131 PSF ' Roof Slope: 1 3 : 12 Deck Type: 5/8" PLYWOOD / \ Type Underlayment: 30# ASTM D226 FELT Insulation: N/A Fire Barrier: GAF -ELK VERSASHIELD • T 0A ATTACHED!...: Ridge Ventilation? Fastener Type & Spacing: 34in. OC Field-,*89 OC Arirtltter & N/A \ Corners - 2 #'1T:S:Cews pQr 2in.clip 'r` .... Adhesive Type: SELI.XATJEREQ :... Type Cap Sheet: POLYSTICK TLi'PGC.ItS Mean Roof Height: 12 Roof Covering: 24GA. S. SEAM 16IN. WIDE Type & Size Drip 3"X3n 26GA GALV. Edge: -- Perimeter Width: 5 FLORIDA BUILDING CODE — BUILDING, 6th EDITION (2017) 471 7/1312016 , r TGFU.R21453- Roofing Systems Page Bottom See General Information for Roofing Systems TGFU.R21453 Roofing Systems Roofing Systems MAJORS METAL ROOFING 8t CUSTOM SHEET METAL INC 406 NW 54 ST MIAMI, FL 33127 USA R21453 Any UL Classified peel and stick underlayment may be used in conjunction with either "VersaShield" or a Type 30 base sheet, in any of the following systems. OTHER SYSTEMS Class A •••• Deck: C-15/32 Incline: Unlimited • • • 0000 • • • • • • • Barrier Board: — G-P Gypsum 1/4 in. min DensDeck ® board or 1/2 in. min. UL classified gypsum board with all join&%t$ggered j • •;. min of 6 in. from the plywood joints. "';" Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15 or 30 felt ortX"Mified prepated roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". • • • • • • • • • Surfacing: — "Copper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, "ATiyyipyth 1.5" &tec•IWvcally • • • • • Seamed panels" or "5 Crimn" panels. merhanically fastenedi_ • ' 2. Deck: C-15/32 or spaced sheathing Incline: Unlimited •••••• •••• ••••• • •••••• • • Underlayment: — One layer Elk Corp. "VersaShield Underlayment, mechanically fastened. : • : • • • • • • : • Ply Sheet: — One layer Type 30 base sheet or "VersaShield", mechanically fastened. Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 ErimV panels,• � gchpnically •' • • ; fastened. • • • 3. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: — One or more plies Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically fastened. 4. Deck: C-15/32 Incline: Unlimited Underlayment: — Two layers Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels— "Aluminum 1.5" Mechanically Seamed Panels". Class B 1. Deck: C-15/32 Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment', mechanically fastened. Panels: — "Cooper 1.5 " Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed Panels", or "5Crimp panels mechanically fastened. 2. Deck: Spaced Sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment'. Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels or "5 Crimp" panels, mechanically fastened. 1. Deck: C-15/32 Class C Incline: Unlimited Vapor Barrier (Optional): — Any UL Classified base/ply sheet. Surfacing: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5' Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed panels or "5 Crimp" panels, mechanically attached. Last Updated on 2016-06-02 http://database.ul.com/cgi-binrCYV/templateR JSEXT/1 FRAM Elshawpage.htmI?name=TGFU.R21453&ccnshortfif e=Roofing+Systems&obj id=1076548337&dgi... 1/2 MIAMF e f "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. do 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 r nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)Af the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof �sy�stem)�.• • • • • ....:. .. . 0000 . • 3. Common roofs: Common roofs are those which have no visible delineatimtbttween �ighbofih'g" units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roo pgcontraCtor.and/ot""' owner should notify the occupants of adjacent units of roofing work to be performed' ..•• • 0 • • 0 • • ; • • . ...... .... ..... 4. Exposed ceilings: Exposed, open beam ceilings are where the underside * -of the roof �iecicing cafi'04' vi ed from below. The owner may wish to maintain the architectural appearance; VArrre, rgoeing nail...,;. penetrations of the underside of the decking may not be acceptable. The owner provides tie option of• • maintaining this appearance. •• .".'. ' 1 ;4 J 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: ate: Contractor's Signature: Permit Number: Property Address: 400 NW 112 TER MIAM .�I i) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54"' Street Miami, FL 33127 SCOPE: 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.eov/economy 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 uteeptance* • •;' if it is determined by Miami -Dade County Product Control Section that this product or materhA fads to rile& tit '. requirements of the applicable building code. • • • 6 • This product is approved as described herein, and has been designed to comply with the Flor i0aA lilding:Cbdr' ..... including the High Velocity Hurricane Zone of the Florida Building Code. 000000 .... • • : • • • DESCRIPTION: Steel 1.5" Mechanically Seamed Panel ; • • ; • ; 00 ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name o v� e, city, stge end ; • • • • ; following statement: "Miami -Dade County Product Control Approved", unless otherwise noted hlexera.' 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 # 14-0515.14 and consists of pages I through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 1 of 7 , ROOFING ASSEMBLY APPROVAL: Category' Roofing Sub -Category: Non -Structural Metal Roofing Material: Steel Deck Type: Wood Maximum Desien Pressure: See Table A & Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description Steel 1.5" Mechanically Length: varies TAS 125 Corrosion resistant galvanized or Seamed Panel Coverage width: 12", 16" & 20" galvalume preformed, coated, prefinished, Height: 1.5" metal panels. min. 24 gage (0.0239") Min Yield Strength: 26 KSI Panel Clip Length = 2" TAS 110 ASTM Grade 50 preformed, galvalume Width = 3/4" steel clips with two preformed holes. Height = 1.5" • • • • min. 24 gage (0.0239") a , `•' • ``• • • Stainless Steel Panel Length = 2" TAS 110 Grade C prefomwJ, stainless sisal clips... •: • Clip Width = 3/4" with two prefonot6holes. • Height = 1.5" • • • • • • min. 24 gage (0.0239") •"' `• • • • • • •••••• •••• ••••• •• •• •• • •••••• TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS • • ...... . . . . ...... Product Dimensions Product •••••• Mahufacturer :.. • • .' . Description .. • Fasteners #10 Corrosion resistant steel screws for Generic fastening of clip. MANUFACTURING LOCATION: 1. Miami, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI-00 1 -0 1 -0 1 TAS 100 Technologies, Inc. Hurricane Test 0299-0801-03 TAS 125 Laboratory, Inc. Hurricane Test 0299-0320.04 TAS 125 Laboratory, Inc. Date 08/18/03 10/27/03 03/25/04 NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 2 of 7 System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16") Wood, Non -insulated New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. 2": 12" or greater See Table B below Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than 8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the perimeter of the sheet. in reroofing, where the deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and P/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami -Dade County Product Control Approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current ire dire';ox.,o listing.... • for fire ratings of this roofing system assembly as well as the localKon;of theeftie.bVier • • within the assembly. See Limitation # 1. • • • • • • ' • """ Valleys: Valley construction shall be in compliance with Roofing Applicaj p"Standard RAS 133 : • • • •: and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s cYror"l publl"shed• • • • • • • • • • • • • • " installation instructions. • • • • • •P Metal Panels and Ike Install the "Steel 1.5" Mechanically Seamed Panel" and accessojLeks p•compl ian je with • • • .' Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current pilbligh& installation • • • • • instructions and details. Flashing, penetrations, valley construction and other cfetai s shalf „•••; be constructed in compliance with the minimum requirements provided in R945hpg• ` Application Standards RAS 133. " 0 Panels shall be installed with galvanize/stainless steel clips (2" long x 3/4" wide x 1.5" tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start 3" from panel end and shall be at maximum spacing as described below in Table B. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —57.3 PSF —131 PSF Maximum Clip Spacing 34" OC S" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 MAMMAD, COUNTY Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 4 of 7 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. 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. . •. • . . .... ...... ..•... .. ...... •••• • •• ••••• •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 5 of 7 DETAIL DRAWINGS 0.53" STIFFENING RIBS 0.42" 0.36" 0.50" 0.10" 1.47" 1.50" 12", 16" & 20" 0.50" APPROVED 0.25' 0.75" -- PANEL DETAIL FOR vs PANEL CLIP DETAIL PANEL 1MTH SINGLE LOCK .... .. .. ...... • .. • .... ..... . ...... STEEL 1.5" MECHANICALLY SEAMED PANEL AND DETAILS NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 6 of 7 DRAWINGS CONT. #10 FASTENERS #10 FASTENERS STANDING SEAM PANEL END OF THIS ACCEPTANCE NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 7 of 7 RIDGE/HIP FLASHING "J" CHANNEL CLIP WITH SCREWS FIELD BEND END CUT PANEL (FORM AND BOX END) ROOF NAIL INTO "J" CHANNEL APPROVED 4" O.C. UNDERLAYMENT 1/8" RIVET 24" O.C. ROOF PANEL i• •••••• t PLYW6�0.. ....�. HIP / RIDGE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 15 -auk 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com APPROVED UNDERLAYMENT PANEL 171" 5/8" CDX . . "" """ PLYWOOD .. ;;;;;; •" ;""; Y RAKE .000 .. FLASHING 1 1/4" RING SHANK ...... ..•..• .... •..• : ..... *000:0 ROOF NAIL 411 O.C. :":': . . . . '0 ...... STAGGERED : .•. 00 :....: RAKE DETAIL o STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com CLIP W/ SCREWS (1ST CLIP 3" FROM END) ROOF PANEL (FIELD CUT AND HEMMED) APPROVED UNDERLAYMENT 5/8" CDX PLYWOOD . . .... ...... WRAP PANEL ...... .. ...... .*Goo: 3" BULLNOSE "" ""• DRIP EDGE .. .. .. . ...... . . . . ...... 00 WOOD BLOCKING EAVE DETAIL ; JIM STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com VENT PIPE ROOF JACK (DEKTITE OR EQUAL) SCREWS AT 1" O.C. ROOF PANEL ••+• • • •••• •••••• • • • • • 5/8" CD)t P11WOOD BECK' •••••• •••• ••••• •• •• •• • •••••• • • • • • •••••• ROOF PENETRATION STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com 7 / METAL SEALANT L -- #10X1.5" WOODGRIP SCREW • • •••• •••••• •••••• •• ••••% • CANWAHED ATA $i0*C1.5" • • • • • TRUEMQ'•94MOVABLVVREWS • • • • • • • • • • • • • • • • • • • ••••• • • •••••• • s •••••• #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM JOB NAME: ROOF JACK DETAIL A �II COMMENTS/DESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com METAL SEALANT L - - - - #10X1.5" WOODGRIP SCREW • • •••• •••••• • ••SS•• Soso Y• Y • • • • • • s •••••• •••• ••••• • o • • • • o••••• • • 000000 •••••• • • • •• • #10X1.5" WOODGRIP SCREW EMBEDDIN CAULK / TOP & BOTTOM JOB NAME: GOOSE NECK DETAIL COMMENTS/DESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANELAwrlp- 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com MIAMFQADE MIAMI-DADE COUNTY 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.¢ov/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 Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • DESCRIPTION: Polyglass Polystick Underlayments ...... ....:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo:e*it9'�tate a4d follpwing• • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 0 •" ..." ...... . .... . RENEWAL of this NOA shall be considered after a renewal application has been filed and t1Z.has been go 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 revitton ar change jn the . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy SeminoJ NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page l of 8 ROOFING COMPONENT APPROVAL Catemory: Roofing Sub-Cateeorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 333/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x T33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester 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 q roof file Location # 1 & #2 .... . underlayment. ...... d. .. . . ... Polystick TU P 32' 10" x 3'33/s" TAS 103 and A rubberized asphalt waterproofij�g•membrane -glass- • • • • • Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, wiflf Ir nular surface ;„• • Location #2 f; designed for use as a tile roounderlif • ayme0 . .... . .. ..... Polystick TU Plus 65' x 3'33/8" TAS 103 and A rubberized asphalt self-adht!fW, glass-�MC/pplyestef" • • (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed a's a metAP..' Manufacturing roofing and roof underla) neont.: • . . . ...... Location # 1 & #2 • 006 .. . .. . Polystick MTS 65'8" x 3'33/s" . • 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 6518" x 3133/8" 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 MIAMFDAD; COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA Z. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier Test Name/Report Date P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G 15 5 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 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 110 06/27/16 PUSA-035-02-01 TAS 103 . "09/29/06 PUSA-055-02-02 TAS 103 .0. • * t2/l0/07 • * • • :' PUSA-089-02-01 TAS 103/ASTM 1)4798 fir,,�J,�� • • •8Z;06/09 0; • JX20117A TAS 103/ASTM D4798 &C•1-55 .. 04/01/08:"": RX 14E8A TAS 103/ASTM D4798 & Cq-55 • } }%9/09• • • • • DX23D8B TAS 103/ASTM D4798 WCRIZ .•'Q2/j8/10"" •� DX23D8A TAS 103/ASTM D4798 V(5n*55 ...... . . *•02n8/l00*0*:' . . . ..... . LABELING: • • • • • • 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name of 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 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: Elastoflex S6 G, hot asphalt applied Surfacing: * 0 0 0 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 mletAbUne self **tiered. • • • • • 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:hwd bap. (fd? base sheet only) • • • • • . Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimitmK" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. • • • • . . ... ...... 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pdlystict MT$.Rlus may be • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rocftWe-6ystems and quarr}c...:. slate roof assemblies. • • • • • • Polystick TU P may be used in all the previous assemblies listed except metal roofing • Polystick IR-Xe maybe used in all the previous assemblies listed except metal roofing and roof the systems. •: • •. .... .. . ..... Polystick TU Max maybe 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, Poly;SA lu P, Pdysqck TIRO • Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface' iflie 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 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. . •' • •. . . .... ...... 10. Care should be taken during the loading procedure to keep foot traffic to a minimum grad to !void dooppisig of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loi#ingprocedure —Gt;vo tiles• • • • • laid perpendicular to slope followed by a maximum four tile stack parallel to the slop8,'fet total of 60tiles — fjr: ... all underlayments except Polystick MTS which shall be loaded onto battens. • • • • • • • a 0 U) N I i LA-1 POL'anCKTU 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 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, 1 I gauge ring shank type, applied with a minimtyn 1 Y8" metal.4ijias required in Miami -Dade County or simplex type nail as otherwise allowable in other Ngibnr, at a rainirryWm rate . • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail aralerea para cWar" on...% the face of membrane, with the above stated nails and/or disks. The head lap membrane• s to cover the area bei, 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 Pofyg;lass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium Mr Ftasbing 4megt, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement,applie41818'etween. the application of the lap. The use of mastic between the laps does not apply to PolysticAkS. • • : * 0 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 TVI T' 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 APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE . . .... ...... ...... .. ...... .... . .. ..... ...... .... ..... .... .. . ...... . . . . ...... NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 Mlatla>�olao� a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: 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.miamiclade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida 11 jil4ing Code including the High Velocity Hurricane Zone of the Florida Building Code. • �... • • �„ ...... .. ...... DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShieWo %o1oTM Fire -Resistant Slip Sheet • • • • • • • w . .... w ww wwwww LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge»city, stab ano•followirr 0 • - statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein' "' • ; • •wwwww w RENEWAL of this NOA shall be considered after a renewal application has been filed aqd there has Jeentld change in the applicable building code negatively affecting the performance of this product. .. . w • % w ww • 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. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions VersaShield® Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShield® SoIoTM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Azency PRI Construction Materials Technologies Underwriters Laboratories Inc Test Product Specifications Description ASTM D 226 Non -Asphaltic fiberglass -based underlayment Type II and/or fire barrier. UL790 Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 1 ONK 11990 R19254 08CA37926 08CA49140 Non -Asphaltic fiberglass -based slip sheet and/or fire barrier. • • • • •••••• •• •••••• 6089 •..... ••Y• • •• ••••• •••••• • • •••• ••••• Test Name/Repor't• • • • • Date • • • • • • ASTM D 226 ;••�•* go TI/15/10...600 ASTM D 226. ; • • f 2t12/ 16+ TAS 100 •.+• : • ••09/27/01:••••: UL790 • • • a3%21 /00 UL790 05/18/11 ASTM D 226 09/13/01 UL790 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® Solo TM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 6. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Buil(ipp.Code and Rule 61 G20-3 of the Florida Administrative Code. . '.... • • • • • • • . ... ... . . LABELING: """ " ""'• All membranes or packaging shall bear the imprint or identifiable marking of the manufact mw'scame o6Jogo, city Atr* state of manufacturing facility, yellow line to identify the ASTM Standard designation or loV,-A the ;616 ng ••�••• statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County PrttMtf rontr4l'&"oasGo • • • • • 00 shown below. . .....• • • MIAMI•DADE COUNTY • • • • • • ' . ...� ..i •. • �....: .• • 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 Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 7/31 /2018 Permit No: RF-7-18-2004 Planning Critique NEEDS COLOR SAMPLE AND REFLECTIVITY PERCENTAGE. Travis Kendall 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. 'Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 8/1 /2018 Permit No: RF-7-18-2004 Building Critique Review 1. Zoning approval required. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings.