Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-19-592
i I i Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address AD t -2�1 � ��Mbq Issue date: Parcel Number 1 NW 110TH ST, Miami Shores, FL 33168 1121360030640 Contacts Permit NO.: RPLO-19-592 Permit Type: Roof Work Classification Metal Permit Status: Approved Expiration: 09/16/2019 MITCHELL & MONICA ROMANO Owner J & E CONSTRUCTION (RF) Contractor 1 NW 110 ST, MIAMI SHORES, FL 331689 JORGE GUINOVART 1801NE123ST jorge@jeconstruction.com Description: REMOVE TILE & INSTALL STANDING SEAM METAL Valuation: $ 40,000.00 Inspection Requests: REROOF 305-762-4949 Total Sq Feet: 2,700.00 Fees Amount Application Fee - Other $50.00 CCF $24.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $8.00 Planning and Zoning Review Fee $35.00 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $394.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $394.00 Check # 1007 03/21/2019 $394.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i rm ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I aut 'ze theAbove named contractor to do the ork stated. a.(C1 `t, Authorized Signature: Owner / Applicant / Contractor ! Agent Date March 21, 2019 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 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC (ROOFING RECEIVED M R 19 2019 BY• CD� FBC 20 (� Master Permit No. 'j'L03 (� Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel* Ayk, 003.06 go Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: -�� Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): !`7 %C/�G Phone#: Address:, / C w 110 f / , i City: N� �if State: ]'` • Zip: .33� JGO Tenant/Lessee Name: Email: / I CONTRACTOR: Company Name: ✓ ON Address: /ro City: M ! A M i State: _ Qualifier Name: c%a//Gr l„y/rVo J. p� � one#: / ff-�0-9/n l0 State Certification or Registration #: 4T C l 3� d Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: p: 33 k-Sf- 3�- � /a Address: City: State: Zip: Value of Work for this Permit: $ �O 000 Square/Linear Footage of Work: a% 0 0 Type of Work: ❑ Addition ❑ Alteration ❑ New hepair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: 5-1 L V6A Coto/ - #67� 6 Submittal Fee $ 1 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $_ Structural Reviews (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ 500 TOTAL FEE NOW DUE $ S oiu . — P Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City L State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO -OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this �� day of k/rI .0 20 1 ? , by �((( bjtLl JU,�O who is personally known to me or who has produced ® L ' as identification and who did take an oath. NOTARY PUBLIC: Sign. . Print: Seal: •, MAGGIt: UAGAr Ftry 6w MY COMMISSION f.' GG 116701 i I "�• ro= EXPIRES: October 20, 2.: 1 Bonded Thru Notary Public l 4 Plans Examiner \ 1-2i Zoning APPROVED BY Signature t— _T7 CONTRACTOR The foregoing instrument was acknowledged before me this day of /�/�/l / / 20 / by :I) &r ✓fit . who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4 �r Seal: :AVPp:: MAGGIEILSAGARCfA *: MY COMMISSION # GG 116701 EXPIRES: October 20, 2021 Bonded 7bru Notary Public Underwriters (Revised02/24/2014) Structural Review Clerk 3/13/2019 Prooertv Search ADolication - Miami -Dade Countv OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-003-0640 Property Address: 1 NW 110 ST Miami Shores, FL 33168-4318 Owner MITCHELL A ROMANO MONICA ROMANO Mailing Address 1 NW 110 ST MIAMI SHORES, FL 33168 PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,897 Sq.Ft Living Area 1,413 Sq.Ft Adjusted Area 1,664 Sq.Ft Lot Size 12,727.04 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $273,855 $273,855 $228,725 Building Value $98,828 $99,600 $100,372 XF Value $6,334 $6,406 $6,479 Market Value $379,017 $379,861 $335,576 Assessed Value 1 $180,195 $176,489 $172,859 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $198,822 $203,372 $162,717 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 36 52 41 MIAMI SHORES EXT PB 43-40 LOT 32 BLK 220 LOT SIZE 104.320 X 122 OR 17687-3826 0697 1 Generated On : 3/13/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,0001 $50,000 Taxable Value 1 $130,195 $126,4891 $122,859 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $155,1951 $151,4891 $147,859 City Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value 1 $130,195 $126,489 $122,859 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $130,195 $126,4891 $122,859 Sales Information Previous OR Sale Price Book- Qualification Description Page 12/31/2009 $235,000 27150 Qual by exam of deed 0235 05/20/2009 $78,000 26964- Financial inst or "In Lieu of Forclosure" 2848 stated 02/01/2008 $0 26275- Sales which are disqualified as a result of 1990 examination of the deed 07/01/2006 $548,000 24733- Sales which are qualified 0420 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 0 a THE BEST QUALITY PRODUCTS IN SOUTH FLORIDA DU C (�•Painted Galvalurne 7 ASM-A 92 -- - - STANDARD & PREMIUM 24 Gauge Fluropon' Cool Roof Colors 406 NW 5411, St. • Miami, FL 33127 Regal White SR:.68 IE:.86 SRI: 82 r Sandstone SR:.54 IE:.86 SRI: 63 Bone White SR:.72 IE:.84 SRI: 87 Stone White SR:.61 IE:.85 SRI: 72 Sierra Tan SR:.35 IE:.86 SRI: 37 Ash Gray SR:.39 IE:.84 SRI: 41 Old Town Gray SR:.26 IE:.86 SRI: 25 Slate Gray SR:.37 IE:.86 SRI: 39 Musket Gray SR:.32 IE:.84 SRI: 32 Medium Bronze SR: ,30 IE:.87 SRI: 31 Mansard Brown SR: .29 IE:.86 SRI: 29 Dark Bronze SR: .261E:.84 SRI: 24 Almond SR:.63 IE:.86 SRI: 75 4ve Gray SR:.49 i!:.87 A656 •••• •••••• • • Charceal Cray SR:.246 IE:.84 SRI: 25 • • • 000000 � � � • � • • • • • 000000 • • • • . • • • • • Matte Black SR: .2714101SRI: 26 Aged Copper SR:.47 IE:.85 SRI: 53 Patina Green SR: .29 IE:.87 SRI: 29 Forest Green SR:.26 IE:.84 SRI: 24 Terra Cotta SR:.34 IE:.87 SRI: 36 MR Colonial Red SR:.34 IE:.86 SRI: 35 Slate Blue SR:.26 IE:.85 SRI: 24 Regal Blue SR:.28 IE:.86 SRI: 27 AZ 55 Acrylic Galvalume METALLIC COLORS (Premium and Metallic Colors priced higher) Champagne SR:.37 IE:.83 SRI: 38 Bright Silver SR: .601E:.77 SRI: 68 KYNARSOO FSF AM7AR1(EMA Bright Copper SR:.49 IE:.85 SRI: 55 MAJOR'S METAL • 305-757-9503 • WWW.MAJORSMETAL.COM I< MAJORS COLOR SR Initial Solar Reflectance IE Inidal Emissivity SRI Solar Reflective Index Aged Copper 0.47 0.85 53 Almond 0.63 0.86 75 Ash Gray 0.39 0.84 41 Bone White 0.72 0.84 87 Bright Copper 0.49 0.85 55 Bright Silver 0.60 0.77 68 Champagne 0.37 0.83 38 Charcoal Gray 0.26 0.86 25 Colonial Red 0.34 0.86 35 Dark Bronze 0.26 0.84 24 Dove Gray 0.49 0.87 56 Forest Green 0.26 0.84 24 Mansard Brown 0.29 0.86 29 Matte Black 0.27 0.86 23 Medium Bronze 0.30 0.87 31 Musket Gray 0.32 0.84 32 Old Town Gray 0.26 0.86 25 Patina Green 0.29 0.87 29 • Pewter 0.36 0.85 38 ! • Regal Blue 0.28 0.86 27 *egos Regal White 0.68 0.86 82 00000 Sandstone 0.54 0.86 63 • • • • Sierra Tan 0.35 0.86 37 0000 Slate Blue 0.26 0.85 24 00006 Slate Gray 0.37 0.86 39 • • • • Stone White 0.61 0.85 72 • •'• • • Terra Cotta 0.34 0.87 36 • a Specular Gloss cell 3a Typical standard gloss: 20-35 • . 00 ASTM D 52• Typical low gloss: 5-15 • Pencil Hardne D 3363 HB to 2H T Bend ASTM D 41451 OT to 3T3 with no loss of adhesion Cross Hatch 4he Ion ASTM D 3359 No loss of adhesion Galvalume•or HDG: 2xa metal thickness inch -pounds Reverse Impact A TM D 2794' No loss of adhesion Aluminum: 1.5x metal thickness inch -pounds No loss of adhesion Humidity Resi 100% RH 2, 0 a Galvalume•or HDG: no urs ASTM D 2247 field blisters 100% RH 3, 0 Aluminum: No field blisi rs ASTM D 2247 am Salt Spray Resista. ice 1,000 Hours AS, M B 117 Galvalume•or HDG: Creep from scribe no more than 1/16" (2mm), no field blisters 3,000 Hours AS Aluminum: Creep from scribe no more than 1/16" (2mm), no field blisters 8 117 Flame Test ASl M 84 Class A coating Water Immersion 00 hours 100 F ASTM D 870 No loss of adhesion Dew Cycle We th star 1000 hours ASTM D 3381 Color change: No more than 5A Hunter units Chalk: Rating no less 14an 8 Abrasion Resistan a ASTM D 968, Method A 65 t 10 liters Application Me ho i I Reverse roll coat Substrate' Aluminum, HDG or Galvalume° Primer. 0.20-0.30 mil Color Side of n;ry Film Thickness ASTM D 1005 Top coat: 0.70-0.80 mil Total system: 0.90-1.1 11 Primer: 0.20-0.30 mil Reverse Side of Pi nel Dry Film Thickness ASTM D 1005 Top coat: 0.30-0.40 mil Total System: 0.60-0.70 mil Resin System Fluoropolymer system omprised of 70% PVDF sins RIF'CEI:TE ) MAR 1.9 9 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES B Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section A (General Information) Master Permit No. Process No. Contractor's Name 1i `.O,45 la'yCV�d �/ 1 Ilw l r,� 1 Job Address /- 1 ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ft— Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE I • ❑ Morta4Adtj0jve Set Tiles • • • • • � • ❑ Wood Str Is/Shak4e ' • 1 ❑ New roof ❑ Repair ❑ Maintenance 'Reroofing �} Regovepgg :::*I. : . . ROOF SYSTEM INFORMATION • • • • • • • • 6 0 6 Y Low Slope Roof Area (SF 01 ��� Steep Sloped Roof AREA (SSF) Total (SF) • 0 11 Section B (Roof Plan) " 1 • 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 pressure zones and location of para ets. FLORIDA BUILDING UIL"DIN FDMO 0 71W,5idil'iAMENWIMP NOWENIFAINIKj 0 .. x . .� Metal Roof System MIAMI•QADE Miami -Dade County CATEGORY " C —1 HVHZ Electronic Roof Permit Form Section D Metal Roof System "Deli+reriri,; Excellence Every Day" - - Roof System Manufacturer: I Major's Metal Roofing & Custom Sheet Metal Notice of Acceptance Number: 16-0224.13 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 p 2: -68.1 p 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: F4_1 11/12" Roof Mean Height: 20 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 34 " o/c Perimeters: 87 " o/c Corners: 7 " o/c Number of screws required per clip: Perimeter Width: F ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10xl" Steel Pancake Head Screws Deck Type: 1_5/8" Plywood -- Optional Nailable Substrate: N/A • • ...... .. .. ...... Attatll%lii Method: Optional Nailable Substrate N/A .... ..... Optional Insulation: • Optional Insulation Attachment Method. ; • • • • • N/A Fire Barrier: VERSASHIELD Underlayment Type: #30 PAPER Underlayment Fastener Type: 1.25" Ring Shank Roof Nail W/Tin Cap Optional Peel & Stick Membrane: N/A Metal Roof Panel: Steel 1.5" Mechanically Seamed Panel Drip Edge Size & Gauge: --3" face 24 ga.-- Drip Edge Material Type: I --Galvinized Metal-- I Drip Edge Fastener Type: 11.25" Ring Shank Roof Nail Hook Strip/Cleat gauge or weight:—n/a--� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. :0*0*: Dear Building Official: • I J(/ TCN LG 10 Y -/&10 certify that I am not required to retrofit the roof to wall connections of my To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: __Lrz/r, l t. 1014Alle •••••• •• Property Address: /° �� • .•.... Roofing Permit Number: ; • • • • • building because: csThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Ignature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of /RC Equal MAGGIEILSAGARCIA Notary Public, Sate of Florida at Larg MYCOMMISSIbN#G(,116Bonded Thru N�ryPWIci ndmyntersWhen the just valuation of the structure for purpose of ad valorem taxatioas not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 $NOR�B' P�OA<D� SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. . . .... ...... 2. Renailing wood decks: When replacing roofing, the existing woZooi:deck Uylx*e to ...,;. be renailed in accordance with the current provisions of Section R4403. (The ree4@ok is usuallyo concealed prior to removing the existing roof system). • • • • • .... . ..... .. . 4. Exposed Ceiling: Exposed, open beam ceilings are where the Aersia; of the r.00d. decking...... can be viewed from below. The owner may wish to maintain the architectural �peer;Vce; there{ore, 9 • roofing nail penetration of the underside of the decking may not be acceptable. This providet t�eption of. • maintaining the appearance. '..' : . .. 6. 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. er/Agent Date 110 Property Address Revised on 7/9/2009 LD;07/01/2015; b actor Signature Date Permit Number MI MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamlaade.eoy economy Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54th Street Miami, FL 33127 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 Cot%QLSection • • • • • • (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 p&foPth in the -accepted . + • • • . manner, the manufacturer will incur the expense of such testing and the AHJ may immediately ieLbke, modify, or ; .... suspend the use of such product or material within their jurisdiction. RER reserves the righl•t`o r evoke the acdaptancd, • ...+0 if it is determined by Miami -Dade County Product Control Section that this product or mateTj JfgUs to feet the • • : • • . requirements of the applicable building code. • • • • • + • • • • .... This product is approved as described herein, and has been designed to comply with the Florida•Baildin Code ..... including the High Velocity Hurricane Zone of the Florida Building Code. .' + ' •• • . •• . + DESCRIPTION: Steel 1.5" Mechanically Seamed Panel 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. ..000 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 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. 44A- NOA No.: 16-0224.13 Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Non -Structural Metal Roofing Steel Wood See Table A & Table B TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Steel 1.5" Mechanically Length: varies Seamed Panel Coverage width: 12", 16" & 20" Height: 1.5" min. 24 gage (0.0239") Min Yield Strength: 26 KSI Test Product Specifications Description TAS 125 Corrosion resistant galvanized or galvalume preformed, coated, prefinished, metal panels. Panel Clip Length = 2" TAS 110 Width = %" Height = 1.5" min. 24 gage (0.0239") Stainless Steel Panel Length = 2" TAS 110 Clip Width = %" Height = 1.5" min. 24 gage (0.0239") TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS . . .... ASTM Grade 54reformed, alvalhme ...... • • .www Rio%s. steel clips with tWq:VptbrmeJ wwwwww wwww • wwwww Grade C "ed,_,pumlesge sieeiclips ""' refo with two b9les. • prefoTned . . . . ...... Product Manufacturer Product Dimensions 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/Report Date Valspar Corporation ASTM G 23 ASTM B 117 PRI Asphalt MRI-001-01-01 TAS 100 08/18/03 Technologies, Inc. Hurricane Test 0299-0801-03 TAS 125 10/27/03 Laboratory, Inc. Hurricane Test 0299-0320.04 TAS 125 03/25/04 Laboratory, Inc. NOA No.: 16-0224.13 MIAMFDADECOUNTY Expiration Date: 06/17/19 ' Approval Date: 03/24/16 Page 2 of 7 APPROVED ASSEMBLIES: System A: Steel 1.5" Mechanically Seamed Panel (Maximum 20" coverage width panels) Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Slope Range: Maximum Uplift Pressure: 2": 12" or greater See Table A 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 1 %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 ProdV ct Control Aliltfted underlayment having a current NOA. .. . Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a currd1A4*t•directory Tisting ....; • for fire ratings of this roofing system assembly as well as the locaTtoVdf the fire barrier within the assembly. See Limitation # 1. ...... • •••• . Valleys: Valley construction shall be in compliance with Roofing Applicativn•Standard RA$ 133 ..... • and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s cdttentpublisliillJ•.' ...... installation instructions. • Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in.complipee with Accessories: Major's Metal Roofing & Custom Sheet Metal, Inc.'s current puNsAed instaVatipn ; • • • • instructions and details. Flashing, penetrations, valley construction and other detail's shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x %" 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 A. there after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock). TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures —57.3 PSF —101 PSF Maximum Clip Spacing 34" OC 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 MIAMWMDECOUNTY Expiration Date: 06/17/19 Approval Date: 03/24/16 Page 3 of 7 System B: Deck Type: Deck Description: Slope Range: Maximum Uplift in 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. 211: 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 H installed with a minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin - caps and 1 %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 Appro� ed underlayment having a current NOA. ' .... ...... NOA. Refer to curreh l Tireodirectpry lisping . � Fire Barrier Board: Any approved fire barrier having a current a for fire ratings of this roofing system assembly as well as the locapot;of the firdbaiiter • • • • • • • within the assembly. See Limitation # 1. .... • • • • • . Valley construction shall be in compliance with Roofing Applicatith•StandarJ WS 133 ... • Valleys: and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s ci%lhf Aublis$e4 • • • •.. .. .. ••.• installation instructions. *Goo:* Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories m compliance with • • •, • Metal, Inc.'s insta anon Accessories: Major's Metal Roofing & Custom Sheet current published instructions and details. Flashing, penetrations, valley construction' and othet:djtail.s shall: be constructed in compliance with the minimum requirements provided in Rodfhrg Application Standards RAS 133. Panels shall be installed with galvanize/stainless steel clips (2" long x %" 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 8" OC 1. Extrapolation shall not be allowed NOA No.: 16-0224.13 MIAMFDADE 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 comers). 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. MIAMI-DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingGod a and Rule 61 G20-3 of the Florida Administrative Code. • • • • • • .... ...... .... . ..... .. .. .... ...... NOA No.: 16-0224.13 MIAWBADE COUNTY 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" 1.4T' „ „ 12 ,16 & 20„ --- 0.751r -- PANEL DETAIL LES FOR REINS PANEL CLIP DETAIL PANEL WITH SINGLE LOCK • • • • • •... • .. . . • • • • • • • • .... . ..... 141 • . ••••• •••• •••••• •7�- • :90*:o .•••.• 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. 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 Florida Test Protocols for High Velocity Hurricane Zones, 2010 Page 1 of 5 ROOFING APPLICATION STANDARD (RAS) No.127 PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT 1. Scope This standard covers the procedure for deter- mining the Moment of Resistance (M,) and Minimum Characteristic Resistance Load (F) to install a the system on buildings of a specified roof slope and height. Compliance with the re- 3, quirements and procedures herein specified, where the pressures (P_d) have been determined based on Table I or Table 2 of this standard, as applicable. do not require additional signed and scaled engineering design calculation. All other calculations must be prepared, signcd and sealed by a professional engineer or registered architect. Table I is applicable to a wind speed of 175 mph, risk category 11 buildings. and ex- posure category C. Table 2 is applicable to a wind speed of 175 mph, risk category 11 build- ings, and exposure category D. 2. How to determine the Moment Resistance (M,) (Moment Based Systems) 2.1 Determine the minimum design wind pressures for the field. perimeter and cor- ner areas (P,,,1, P,.,,'_ and P,,,3, respcc- tively) using the values given in Table 1 or 'rabic 2, as applicable, or those obtained by engineering analysis prepared. signed and sealed by a professional engineer or registered architect based on ASCE 7. 2.2 Locate the aerodynamic multiplier (A) in the Product Approval. 2.3 Determine the restoring moment due to gravity (M,) per Product Approval. 2.4 Determine the attachment resistance (M,) per Product Approval. 2.5 Determine the Moment of Resistance (Md per following formula: M,=(P„.XA)-M, 2010 FLORIDA BUILDING CODE —TEST PROTOCOLS HVHZ 2.6 Compare the values for M„ with the val- ues for M,, noted in the Product Approval. If the M, values are greater than or equal to the M, values. for each area of the roof [i.e., field P j l ). perimeter P„d(2) and : corner P,,(3) areas], then the tile attach- ment method is acceptable. How to determine the Minimum Character- istic Resistance Load W) (Uplift Based Sys- tem) •••• 3.1 Detemune the minimum deign QFe.Vures • • • • • o for the field, perimeter and tomer•arcas • 1P,„,(I), P J2) and P,,,(3).iCr;RFG4vcly] ;'�•�•: using the values given in TVs Por Table ; 2. as applicable, or those o tameakv en- • gineering analysis prepar%? gitl?V and • • scaled by a professional cngi•roar •r regis- • "' • tercd architect based on ihtr4(Foa set • • forth in ASCE 7. • • • • • • • • • •••••.• 3.2 Determine the angle (B)•of rootaslopc, from Table I or Table 2, as applicable. • • • 3.3 Determine the length (1), width (w) and ; •'� average tile weight (W) of tile, per Prod- • • • uct Approval. 3.4 Determine the required uplift resistance (lz,) per following formula: Fr=I(P,.dXIX W)-WIXCOS 0 3.5 Compare the values for F, with the values for F noted in the Product Approval. If the F values are greater than or equal to the F, values, for each area of roof ]i.e., field P,d(1) perimeter (P„d(2) and comer : P,43) areas). then the tile attachment '- method is acceptable. (RAS)127.1 http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012 Florida Test Protocols for High Velocity Hurricane Zones, 2010 Page 2 of 5 (RAS) No.127 TABLE 1 - RISK CATEGORY N EXPOSURE CATEGORY C ' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [P.u(1)], PERIMETER [P..a(2)] AND CORNER [P„o(3)] AREAS OF ROOFS i FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED' -__..._...... Roof 1 > 2:12 to :5 6:12 > 6:12 to 512:12 SLOPE ._---�-- ---- -' P_,(2) & Roof mean height P'm Pj2) P,,(3)2 P.,o ) P.a(3) 5 20' 5 25'---- # -39.1 -68.1 -71.3 j -100.7 105.4 -42.8 44.8 -50 0 --523 _>20'to j >25' to 5 30' - _ -40.9 --` I -42,41 -73 9 -109.3 •46.4 -54.3 >30' to 5 35, -43.9 -76.6 -113.2 -48.1 -56.2 >35' to 5 40' -45.1 -78.7 -1 16.3 -49.4 -57.8 t Calwlated in accordance with ASCE. • • • • : Rtr Hip Roofs with slope!; 5.5:12. P�dl3) shall he treated as Peat 3). • 6669 • 3 P.;,t = 0.6Pnaso • • • • • • • •••••• • • • 00 • ..-. _-____. .-----..__.-_._•-•.• •• •-. • TABLE 2 - RISK CATEGORY N EXPOSURE CATEGORY "D"t MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [P..a(i)], PERIMETER (P.*02)) AND CORNER [P..43)) AREAS O? I&WS j FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED _ • • • • 000 • ROOF >2:12to 56:12-- i >6:12to512:1t••i ' •••• SLOPE I •• •• •••• ., Roof mean height Pad(2) P.JV • i P.,a([) .per( i • • i e) i • • • _<20 47.0 81.9 IZI O i 1 51 1 + • 601 • i •••• >20' to < 25-48.8 -85.0 -1 _ 5 7 i 53.4 ! -624 >25' to 5 30' -50.3 -87.7 -1 _9 6 .55.0 -64 4 >30' to 5 35' -51.5 -89.9 1 -132.7 -56.4 1 -65.9 >35'to<4(V 52.7 -91.9 435.8 57.7 G7.9 t Calculated in accordance with ASCE 7. For Hip Ra.(s with slope:5 5.5:12. P. d(3) Shull he tnatcd it,P„d(2) . ' P..a = 0-611m1 (RAS)127.2 2010 FLORIDA BUILDING CODE - TEST PROTOCOLS HVH2 http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012 Florida Test Protocols for High Velocity Hurricane Zones, 2010 Page 3 of 5 (RAS) No. 127 I TABLE 3 _.._...._.. _. . WHERE TO OBTAIN INFORMATION ...__. _ _._ D•seriPtfon Symbol .._..... .., Whom to find i Table I or Table 2. as applicable, or by an i i Design Pressure P,or P, j2) or Pam,„ (3) engineer analysis prepared, signed and �,(I) scaled by a professional engineer based on ASCE 7 Mean Roof Height FI Job Site j Roof Slope B Job Site -- - - -- 1----- -! _._.__. _ Aerodynamic Multiplier Product A pproval- Resrim� - Mdue to dto Gra�nv to — Pmducl Approc:d_ - Attachment Resistance _ ^ _ _ _ --_ Mr --Product Approval Required Moment Resistance M, Calculated • • Minimum Characteristic Resistance Load i F Product ApPr9e • Required Uplift Rcsistancc F, _- u Calculate& • • • • • � � • • • � _ Average Tile Weight _---_ ___..._ !.-- W----- ___------'----_-- Product ApPoEv t • • •..-_i • Tile Dimensions I 1=length 0000 • • • 0 00000 Product AppAVj x-width • • All calculation, must be submitted to tMr !adding official at the time of pumniaing. • • • • • • • • 0000 •••••• • • • • • • •• • • •• • • • 00 2010 FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ (RAS)127.3 http://wtivw.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012 MMCIML MIAMI-DADE COUNTY MIAMaDADE PRODUCT CONTROL SECTION Q 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.Prodltct Control�•Ssction • • • • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resenh the tight tq hay.e this product or material tested for quality assurance purposes. If this product or material fails to•parfarim in t'he.aG(.tpted •. • • manner, the manufacturer will incur the expense of such testing and the AHJ may immediatalypevoke, modify, or. • suspend the use of such product or material within their jurisdiction. RER reserves the right tp'tttbU a thi.-,.a ceptance,. if it is determined by Miami -Dade County Product Control Section that this product or matis MI fails'to meet the• • • •. requirements of the applicable building code. . . . . . ..... .. .. .... ...... This product is approved as described herein, and has been designed to comply with th;•Fkoprida Building Code •• including the High Velocity Hurricane Zone of the Florida Building Code. • • ••:. DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® Solo— Fire%Resistant Slip Sheet LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 14-1022.26 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® Solo— Fire -Resistant Slip Sheet (a.k.a "VersaShield SOJOTM"), 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 Test Product •... Dimensions Applicant Specifications Descrfitign• • • •.• ...... VersaShield® Fire- 42" x 100' rolls ASTM D 226 Non -Asphaltic fiberglass-b;�Alnderlaxmen; . Resistant Roof Deck Type II and/or fire barrier. ...:.. • Protection .... ...... .... � • • • � • . . ..... VersaShield® Solo"" 72" x 166.7' rolls UL790 Non -Asphaltic fiberglass-bUdd Slip shpejand/or ..:..' Fire -Resistant SlipSheet 36, x 166.7' rolls • • • • fire barrier. • • • • • • • • • • . . • MANUFACTURING LOCATION: .'. • • • • • • .. 00 ...... 1. Conover, NC •.;.,• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 1 ONK 11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 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 MIAMWADE COUNTY 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' SoIoTM 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 CouhfProduct Control Department for approval provided that appropriate documentation is provided to dgtpfl gompadli . . ll%of the'•; • • products, wind uplift resistance, and fire testing results. .. 00 • 6. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield' SoIoTM Fire-Resistafti 84ip Sheet afe a non, asphaltic underla ment that may be used as a fire barrier for prepared roof assemblies. Vb? %re cl.�(Q (!�jtion of * P Y Y P P i ilt �. specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection or VeeRaShield" SoIoTM Fire* • , -. Resistant SlipSheet refer to a current Approved Roofing Materials Director for fire rati s his rodulf . • • • • • PP g Y � Q; P 7. All products listed herein shall have a quality assurance audit in accordance with the RexideeBuilding Code and Rule 61 G20-3 of the Florida Administrative Code. ; 0 0 4 6 ....:. LABELING: ..0 0 All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ,...O 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 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 PA FEL • • • i •• • • • • •••••• • • •••••• • •• ••• •• HIP / RIDGE DETAIL m STEEL (24 Ga.) - STANDING SEAM PANEL ' 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757.9504 FAX: (305) 757.4031 - E-MAIL: mar in@maj=rnetaLmm APPROVED UNDERLAYMENT PANEL sees sees e.ee 4 so e , , • .. sees . ewes ... • sess e • sees • • e.ses • ee sees. .. sees. sees.. • sees. sees: .. . . .. .sees 5/8" CDX ""e PLYWOOD 3" RAKE FLASHING 1 1/4" RING SHANK ROOF NAIL 4" O.C. STAGGERED RAKE DETAIL ,nwfk STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 -TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmeW.com CLIP W/ SCREWS (1ST CLIP 3" FROM END) •..• . . . • 0000 • • • . . .• • . . ...... .. .. ..... ROOF PANEL 0 (FIELD CUT AND ' "" HEMMED) :*00:0 9o4R ROVE:D.... ..... 'UMDERLA'fMNT 00 •..... • • . 00000 ...••. 5/8" CDX PkVNOOD ; .••e -���� .... WRAP PANEL 3" BULLNOSE DRIP EDGE WOOD BLOCKING EAVE DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 64 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757.4031 - E-MAIL- marvin@majorsmetaL=n ROOF FASTENERS OR DRIVE PINES @ 12" O.C. FLASHING FIELD BEND END CUT PANEL • •••• •"'• 0 (FORMED AND BOX END) ..... .. ..... .. J-CHANNEL .... . ..... ..... . .. ..... ... .... ..... ROOF PANEL PLYWOOD APPROVED UNDERLAYMENT END WALL DETAIL Auk STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmefal.com STUCCO COUNTER FLASHING . . .... ...... .• ROOF FASTNERS ...;.. OR DRIVE PINES @ 12" O.C. .... . ..... ...... . .. ..... . APPRdVE13 "" UNDEFCA"MCNT '. ROOF TO WALL :""% • FLASHING J-CHANNEL ED ROOF PANEL FIELD BEND PANEL ROOF NAIL PLYWOOD @4"O.C. SIDE WALL DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757.9504 FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetaLcom PANEL CLIP WITH SCREWS ROOF PANEL BUTYL TAPE UNDER CONTINUOUS CLIP ...... .... ...... .... . ..... VALLEY ' FLASHING . . ... ...... •" • . •• •000 APPROVED UNDERLAYMENT PLYWOOD VALLEY DETAIL STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL• marvin@maiommetal.com PLYWOOD VERSASHIELD #30 FELT ROOF PANEL . .... ...... . .... ...... 69:0� 'ti O FLAT ROOF MEMBRANES .. .. .... ' ...... . . . . ...... FLAT ROOF BY OTHERS FLAT ROOF TO METAL ROOF STEEL (24 ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@rna,',,ommetal.com VENT PIPE ROOF JACK (DEKTITE OR EQUAL) 000004, • • •••• •••••• •• • • • • • • • • •••MEWS X?T OLD. •••••• •••••• 0••• Y ROOF PANEL 00•00 • • •••• • • •• ••••• • • • • • •• • •••• •••••• • • • • • • • • • •••••• • ••••• • • • • • • • • ••••• • • • •• • • • • • boo •••• 5/8" CDX PLYWOOD DECK ROOF PENETRATIONAw STEEL (24 Ga.) - STANDING SEAM PANEL t . rl 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: marvin@maJorsmetal.00m .... .. .. ...... • • • METAL SEALANT • •••••• • •• ••••• --- •%ltjj.1" WOOb9VjP lCREW...... • •••••• • • • • • • •••••• CAP ATTACHED WITH #10X1.5" TRUEGRIP REMOVABLE SCREWS #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM u� JOB NAME: ROOF JACK DETAIL cOMMENTsroescRlPTI°": STEEL (24 Ga.) - STANDING SEAM PANEL 0 - A-- W-1 406 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" WOOLGRIP SC*tt11H• • i • •••••• •••• • ••••• •• •• •••• •••••• • • • • • •••••• #10X1.5" WOODGRIP SCREW EMBEDD IN CAULK TOP & BOTTOM JOB NAME: GOOSE NECK DETAIL , COMMENTSMESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL 406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504 FAX: (305) 757-4031 - E-MAIL: maMnr@majorsmetaLcom 8/15/2018 TGFU.R21453 - Roofing Systems Page Bottom _..��k!T Tr... ..Ilk ,- µ REGISTER NOW! NzzCM= Roofing Systems See General Information for Roofna aystems • • • • • • • • i2�2ia$3 •••"•• MAJORS METAL ROOFING & CUSTOM SHEET METAL INC " ' ' • • • • 406 NW 54 ST •••••• •• ••• •••••• MIAMI, FL 33127 USA 0000000 Any UL Classified peel and stick underlayment may be used in conjunction with either "VersaShield" or a Type 1'tldS8 Sheet, it X pf the • following systems. • • • • : - : • • •••••• • •• ••••• OTHER SYSTEMS ' • ' ' ' •• •• •••• •••••• • Class ;••;•; • •• • • • • •••••• 1. Deck: C-15/32 Incline: Unlimited • • • • • Barrier Board: — G-P Gypsum 1/4 in. min DensDeck ® board or 1/2 in. min. UL classified gypsum board with all joints staagAred a Thin ' 0000 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 or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — "Copper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, "Aluminum 1.5" Mechanically Seamed panels" or "5 Crimp" panels, mechanically fastened. 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 Crimp" panels, mechanically 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 "SCrimp 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. Class C 1. Deck: C-15/32 Incline: Unlimited https:Hdatabase.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R21453&ccnshorttibe=Roofing+Systems&objid=107654... 1/2 8/15/2018 TGFU.R21453 - Roofing Systems 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 Ugdated on 2016-06-02 Questions? Print this pagg Terms of Use PAge ToR ® 2018 UL LLC The appearance of a company's name or product In this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". Soso • • • • •S•• ••sS•s •••••• •• •• •••••• • ••S•S• •••• • ••••• • ••Boss • • • • • • •••••• •••••• • s s • • hfps://database.ul.comlegi-binIXYVttemplatelLISEXT/1 FRAMEtshowpage.html?name=TGFU.R21453&ccnshortUUe=Roofing+Systems&objid=107654... 2/2