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RF-18-540 (2)
Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RF-3-1 8-540 Permit Type: Roof Work Classification: Tile/Fiat Permit Status: APPROVED Issue Date: 3/14!2018 Expiration: 09/10/2018 Parcel Number Applicant 45 NW 95 Street Miami Shores, FL 1131010330580 Block: Lot: MARCIANA CABALLES Owner Information Address Phone Cell MARCIANA CABALLES 45 NW 95 ST MIAMI SHORES FL 33150-1709 Contractor(s) Phone Cell Phone CITY ROOFING AND CONSTRUCTION (305)248-2994 (305)218-7901 Valuation: Total Sq Feet: $ 37,500.00 2800 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $22.80 $4.50 $3.00 $7.60 $300.00 $9.00 $30.40 $877.30 Pay Date Invoice # 03/14/2018 03/02/2018 Bond #: 3688 Pay Type RF-3-18-66638 Credit Card Credit Card Amt Paid Amt Due $ 827.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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, PL /,� =ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID construction and that all o�• ut •r- I e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating horize the above -named contractor to do the work stated. March 14, 2018 Auth ed Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 14, 2018 1 BUILDING PERMIT APPLICATION 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 RECEIVED MAR 0 2 2018 F� 20i� Master Permit No. Z) k (2)— 3LAV Sub Permit No. BUILDING ❑ ELECTRIC ❑■ ROOFING REVISION ❑ EXTENSION RENEWAL El PLUMBING MECHANICAL ❑ PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 45 NW 95 ST City: Miami Shores County: Miami Dade Zip: 351 rid Folio/Parcel#:11-3101-033-0580 Is the Building Historically Designated: Yes NO X Occupancy Type: SFR Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Marciana Caballes Phone#: (305)248-2994 Address: 45 NW 95 ST City: Miami Shores State: FL Zip: 33150-1709 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: City Roofing Address: 22700 SW 172 CT Phone#: (305)248-2994 City: Miami State: FL Zip: 33170 Qualifier Name: Mario Famada Phone#: (305)248-2994 State Certification or Registration #: CCC1327381 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 37,500 Square/Linear Footage of Work: 2,800 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑o Repair/Replace n Demolition Description of Work: Re -roof Tile and Flat Specify color of color thru tile: Submittal Fee $ Permit Fee $ = Giles CCF $ CO/CC $ Scanning Fee $ Radon Fee $ - —C.A. DBPR $ r S- O Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 5-056 ' 0.' TOTAL FEE NOW DUE$ -s2-3- 4 -30 (Revised02/24/2014) ES3. , `�� Bending company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 on 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 Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 01 day of March Marciana Caballes 20 18 by 01 day of March , 20 18 , by Mario Famada , who isf•ersonally known to me or who has produced as me or who has produced as who is 67sonally knoto identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: / Sign: Print: Candy Caboverde Seal: ***********« ra!':;:Yt CANDY CABOVERDE MY COMMISSION # GG 034505 i. ?o; EXPIRES: September 28, 2020 * Bonde ron *t APPROVED BY Print: Candy Caboverde Seal: CANDY CABOVERDE MY COMMISSION # GG 034505 EXPIRES: September 28, 2020 Bonded Thru Notary Public Unds,^.;rtsr f;. Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3101-033-0580 Property Address: 45 NW 95 ST Miami Shores, FL 33150-1709 Owner FLORENCIO CABALLES &W MARCIANA Mailing Address 45 NW 95 ST MIAMI SHORES, FL 33150-1709 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area 2,082 Sq.Ft Living Area 1,693 Sq.Ft Adjusted Area 1,871 Sq.Ft Lot Size 10,725 Sq.Ft Year Built 1971 Assessment Information Year 2017 2016 2015 Land Value $235,922 $235,922 $174,208 Building Value $135,648 $136,733 $137,818 XF Value $1,677 $1,699 $1,376 Market Value $373,247 $374,354 $313,402 Assessed Value $119,615 $117,155 $116,341 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment Cap Reduction $253,632 $257,199 $197,061 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 E1/2 OF LOT 22 & ALL LOT 23 BLK 131 LOT SIZE 75.000 X 143 OR 12401-2366 1284 1 Generated On : 3/1/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $69,615 $67,155 $66,341 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $94,615 $92,155 $91,341 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $69,615 $67,155 $66,341 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $69,615 $67,155 $66,341 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/01/1984 $63,500 12401-2366 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 3/1/2018 ft, '11 iPt Miami Ohores Y� illage 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. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Th - 4"a G-kt� l�s Property Address: LIC 5-. Roofing Permit Number: Dear Building Official: Date: 0 3 I cV/ Ly I a .cd(4- 5 certify that I am not required to retrofit the roof to wall connections of my bui ding because: The just valuation for the structure for purpose of ad valorentaxatiori is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The bui • ing was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 din of the South Florida Building Code (1994 SFBC) g Mares ture 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 Sworn to and subscribed before me this 10 day of Cdv Notary Public, Sate of Florida at Large C- CAND' CABOVERDE •MY COMMISSION # GG 034505 "' +3 September 28, 2020 * 1tl� EXPIRES: '' �i .9 Public UndOTWriterp �.p p. F,?,: Bonded Thru Notary • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was 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 w Section A/B l "Delivering Excellence Every Day" Master Permit No: 1�- Contractor's Name: Job Address: Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Process No: CITY ROOFING 45 NW 95 ST , MIAMI SHORES , FL 33150 '0 Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category 0 Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type ❑ New Roof 0 Re -Roofing 0 Recovering 0 Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes 0 No Roof System Information Low slope roof area (ft.2) 500 Steep Sloped area (ft.2) Section B (Roof Plan) . .... • . • .... If yes, what type? • ❑: Natuvil J LPGX • •• .• 2300 Total (ft.2) 2.800'. • . . .... . •. • • •. • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and a+/ rftow drains? Include • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapM.: • Perimeter Width (a'): RECEIVED f • Corner Size (a' x a'): '20 •• • . . • • • S. • •• • • . • S. • Miami Shores Village DATE i i SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS m APPROVED ZONING DEPT BLDG DEPT ' Tile Reef System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System BRASTILE Notice of Acceptance Number (NOA): 16-1213.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: P 2: I48. P 3. I 1pd.7 Maximum Design Wind Pressures, (From the NOA Specific system): Ilt15•C 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: Roof Mean Height: "/12" `ft. Method of Tile Attachment: --Adhesive, Large Paddy Polyfoam Polypro-- A't'r—' %p0 Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 26 ga.-- --Galvinized Metal-- r1.25" RINGSHANK Hook Strip/Cleat gauge or weight: --n/a- Deck Type: -- Select Deck Type -- Optional Insulation: N/A . . . • .. . . .... . • Optional Nailable Substrate:. • • . . • .. .. N/A .... .... . . .... .... .. . Optional Nailable SubstratOQU9chme4t:'..' N/A . . . • Basesheet Type: . . . . • .. • . .. . • . . J . UDL30 -SEE NOA FOR FASTENINTk EETAIL Fastener Type for Basesheet Attachment: 1.25" RING SHANK / 5/8 TIN CAP Tile Underlayment (Cap Sheet) Type: PSU 30 Tile Underlayment Attachment Method: ADHERED Tile Profile: SPANISH S Section C ROOF SYSTEM MANUFACTURER: Product Approval (NOA): MIAM� COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Flinn tire specific roof assembly components. if a component Is not required, insert not applicable (n/a) in the text box. Top Ply: GAF Materials Corp. System Type: w-50 Wind Uplift Pressures, From MS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: FM1 psf -42.8 (P3) Corners: psf -108 psf Maximum Design Pressure From NOA: psf Roof Slope: 1; " : 12 Roof Mean Height: L» Parapet Walls: a No � Yes Parapet wall Height: Deck Type: --5/8" Plywood-- _ Wi Support Spacing: " olc ft. Alternate Deck Type: k/a _ Existing Roof: Fire Barrier: GAF FIREOUT coating applied @ 1 gal/100ft Vapor Barrier: n/a I Anchor Sheet: nla Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: n/a Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a ft. Top Ply Fastening / Bonding Material: Surfacing: n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: GAF EVERGUARD EXTREME TPO Single Ply Sheet Width: No. of Single Ply 1/2 sheets: " 1/2 Sheet Width: Ell Ell Single Ply Membrane Fastening I Bonding Material: [Drill Tec #14 Screws w/ Drill Tec AccuTrac Flat Plates ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT.. El SINGLE PLY MEMBRANE ATTACHI*NT.'. • • •••• • • • • • •• • • 1. Field: " o/c @ Laps & ,�.,._, rows •_' " o/c •• •• • • ••• • • • 2. Perimeter: n " o/c @Laps & El WI " o%• • • . . 3. Corner: ED " o/c @ Laps & • • •• •••• rc . " o/c.. . NUMBER OF FASTENERS PER lNSULAIIO14I.BdARD:: . • • • 1. Field: 111211 2. Perimeter: E7i :3. Corer: Insulation Fastener Type : • _ • • • n/a •• • • • • • • WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: -SELECT EDGE METAL HOOK STRIP SIZE — Edge _ - Edge Metal Attac ment: 11.25" Ring Shankr@ Coping Material: • • .• —SELECT PARAPET WALL COPING MATERIAL — Coping Size: SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: [—SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: n/a Single Ply edge Detail Piuktain COUNTY "Delivering Excellence Every Day" Roof Mean Height: ft• Miami -Dade County HVHZ Electronic Roof Permit Form' Single Ply Membrane Edge Metal Detail Edge Metal Continous Cleat One Gauge Heavier Than the Edge Metal Approved Sealant �.. ' ; Adhered Single Ply Membrane Strip ;t "'�; r Approved Fasteners 41• '.;: -r Mechanically Fastened or it tWt�iQ ed ♦ I y . ti Single Ry Membrane Pt Wood Nader . Base Layer & .••••. Optional Top Layer • • • of Insulation Roof Deck Provide Component Information Edge Metal Type and Size: 3" FACE 26 GAUGE Continuous Cleat: Surfacing: WA Single Ply Membrane Type: N/A GAF EVERGUARD TPO Top Insulation Layer Type: Base Insulation Layer Type: Wood Nailer Type & Size: Wood Nailer Attachment Deck Type: N/A 5/8" PLYWOOD • • .. •. . . . • . • . . •. . .... . . .... • . . . . • • • • . .... . . .... .. . • • • • .. . . . .• • • • .. . . . .. • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Miami Terracotta, LLC 1985 South Park Road, Bay #3 Pembroke Park FL 33009 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.zov/pera 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, rnbtlf ', or suspend the use of such product or material within their jurisdiction. RER reserves the rigl>tt o•rey oke th% acce ptance, • . if it is determined by Miami -Dade County Product Control Section that this product or matgrr41.tails to mat the requirements of the applicable building code. •. • This product is approved as described herein, and has been designed to comply with the Florida Buildin•l•Gode including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • DESCRIPTION: Brastile "S" Clay Roof Tile • • .. •• • • • .. • • . . • • .• • • . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state apd•f k wing• statement: "Miami -Dade County Product Control Approved", unless otherwise noted herei$.. •• • • . • • . ••• . ▪ • 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 new NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMMADE COUNTY APPROVED NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 1 of 7 . ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This approves a roofing system using Brastile "S" Clay Roof Tile manufactured by Terracotagres Ceramica LTDA in Sangao SC Brazil and distributed by Miami Terracota LLC., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Brastile "S" Clay Roof Tile L = 20.4" W= 12" 0.38" thick nominal 3.5" high Trim Pieces Length: varies Width: varies varying thickness Test Specifications TAS 112 Type 1 Grade 3 TAS 112 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset AH-160 TILE BONDTM Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description High profile clay roof tile. For ditectt3tk adhesive set applicatLonswith the riornal interlocking headlap. . . . . .. . • Accessory trim, clay 4-88f pieces fpf use „It hipS, rakes, ridges and valle•tecminati• • manufactured for eacl hje pons rofile: • • • • • Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Bonsai Roof Tile Mortar Premixed, pre -bagged roof tile mortar. "Quikrete" Roof Tile Mortar, FL-15 Premixed, pre -bagged gray roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2 Sangao SC Brazil MIAMI•DADE COUNTY APPROVED • . • • . •.. ▪ •111:▪ mufactP▪ rer. • (With Curreqt•PIQ'A) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. Bonsai American The Quikrete Companies, Inc. NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 2 of 7 2.3 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. ATL of South Florida Test Identifier 7161-03 Appendix III Letter P09647-01 P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 &2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations RTI1110.01-16 Test Name/Report PA 102 & PA 102(A) PA 108 (Nail -On) PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 PA 102 PA 102 PA 102 PA 102 PA 101 PA 101 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 25-7183 ASTM C 1167 RT1110.02-16 TAS 101 • • . •• • ••.. • . ...• . • .• •• • . . • • • .• .. • Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 �Vlarc�r 1999 . • F'ebrdady 1996 April 1996 • D;eetirbr 1996 • DetMlber 199b•;•• DecomoeI 1990 Decetiiter 1996 • • Marcji 1995 • • ••1'1/•€22/16 •• •• . 12/06/16 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Regulatory and Economic Development Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on sloped 7:12 or greater. MIAMI•DADE COUNTY APPROVED NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 3 of 7 4. INSTALLATION 4.1 Brastile "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Brastile "S" 9.3 1.70 1 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Brastile "S" N/A 0.35 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" : .'. •• a ••?'44?" or • Vrbater • • • • • Brastile "S" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens • • Diract . •Deck Batte?is: • Direct. Deck N/A 7.7 N/A 7.6 N/A 7.45 N/A 7.27 N/A • • • t •Q7 Nf,4 • • 6.8ti• • ...• •••. •.. � • .•• •.. • Table 4: Attachment Resistance Expressed as a Moment - MUfi=lT : • • •• • "' for Mechanically Attached Systems . Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Ddck (mini 19%32" plywood) :..abttens• • • •.• ... • ••• ••• Brastile "S" 2-10d Ring Shank Nails 28.6 41.2 N/A 1-10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2-10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 43.2 N/A 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 N/A 1-1Od Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 N/A 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A MIAMI•DADE COUNTY APPROVED NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 4 of 7 • • S. • • •• • .. Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Brastile "S" 2-1Od Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/Z' from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Brastile "S" Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams or. OM • • ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per Daddf $ grams.••• •w,. •• • • • • • • Table 7: Attachment Resistance Expressed as a Moment - Nlf,(j -IIIf) • for Single Paddy Adhesive Set Systems .... .... : • •' Tile Profile Tile Application WIrriimum Aftrchmerft':' .• • •••. ••••••Reslstenae .•.. Brastile "S" ICP Adhesives Polyset AH-160 • • • 66.54 . ICP Adhesives Polyset AH-160 5L2::. •"" ICP Adhesives Polyset AH-160 • •' • 3$.75 : 004 3 Large paddy placement of 63 grams • • • 4 Large paddy placement of 45 grams 5 Medium paddy placement of 24 grams Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Brastile "S" _ Mortar Set5 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMIDADE COUNTY APPROVED NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 5 of 7 • • • •• • •.• • •' S. • • •. • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". Terra cota gres Ceramic ESE Tiles BRASTILE North Sangao - SC America Made in Brazil LABEL FOR BRASTILE "S" CLAY ROOF TILE (LOCATED ON THE SIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: • • • • • • 6.1 Application for building permit shall be accompanied by copies of the follygv 6.1.1 This Notice of Acceptance. • .•.. . • •... • • • • • • . • ••• •• 6.1.2 Any other documents required by Building Official or Applicable keilding codein.o der to. •• properly evaluate the installation of this system. • • • • • • • • MIAM4 E COUNTY APPROVED •• • • • •• • • .• .. • • •• • • • • • . • S. • • S. • • • • •• • NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 6 of 7 PROFILE DRAWING • P 'hen using one screw or nail use this hole TOPTELHA M14 SPANISH `S' CLAY ROOF TILE END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED • .•• • • • • • • • • • • • . •• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • •• • • • • • • • • • • • •• • • • • • • • • •• • •• • • • • • • NOA No.: 16-1213.03 Expiration Date: 03/02/22 Approval Date: 03/02/17 Page 7 of 7 MIAMI. COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Interwrap, Inc. 32923 Mission Way Mission, BC, Canada V2V-6E4 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 tl , fight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this prodtict or • material fails to meet the requirements of the applicable building code. • • • • • .• • •• •• 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. miamidad e.eov/economy • This product is approved as described herein, and has been designed to comply with the Florida Building Cade •••• •••• including the High Velocity Hurricane Zone of the Florida Building Code. • • •••• •••• • • • • •• • DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS/'Titaniumd•PgU-30, and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System . • •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log illy state Old following; statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • •.• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 13-0730.01 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 1 of 7 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT TABLE 1 Product Dimensions Titanium® UDL-25 48" x 250' rolls PLUS Manufacturing Location #1& #2 UDL-MD (2Ply system) Manufacturing Location #2 Titanium® UDL-30 Manufacturing Location #1& #2 Titanium® PSU-30 Manufacturing Location #3 48" x 250' rolls 48" x 250' rolls 36" x 72' rolls MANUFACTURING LOCATIONS: 1. ML 1 2. ML3 3. ML4 MIAMI•DADE COUNTY APPROVED Test Specification ASTM D226 Type I & II Product Description Woven synthetic polymer underlayment with one side coated with UV protected and slip resistant polymer stabilized polypropylene on both sides. ASTM D226 Woven synthetic polymer underlayment with a Type I & II chemical slip resistant and UV protected coating on both sides. ASTM D226 Type I & II TAS 103 . . •.• .... • . . Woven synthetic polymgc, vgl lgrlayn wijh two sides coated with UV prptQated and slip resistant polymer stabilized poly o 4ene on botksides. . • • • • .... •S•• • Unreinforced polymer ryQdi Teti bituriet iviterial adhered to the underside of apolymer-coated, synthetic woven sheet. 4'he underside is backed with a release film. • • . .. . .. • . . . . .•• . • • • NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 2 of 7 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek Testing Services #3031783 TAS 104 02/19/03 3124826-01 ASTM E108 02/19/08 3119607C0Q-003B ICC-ES AC48 02/20/08 3130639C0Q-002A ASTM D226 02/20/08 3124826M1D-007 ASTM E108 02/25/08 3146738C0Q-003B ASTM D 1876/ TAS 117 03/28/08 3146738C0Q-003A ASTM D226 04/22/08 Trinity I ERD I35520.06.11 TAS 103 / TAS 104 06/15/11 I35520.06.11 TAS 103 / TAS 104 06/15/11 I38010.08.11 ASTM D226 08/11/11 I35520.08.11-1 TAS 114 08/12/11 I35520.08.11 ASTM D2523 / D1781 08/17/11 144970.07.13-R1 ASTM D226, ASTM D1876 09/09/13 and TAS 114(C) MIAMI•DADE COUNTY APPROVED ... • . • .• .... . • .• ... . . . ..• .. . .... . . . . . . . . • .. .. . • . • • .. . . • . . • • • • .• • . . ..• . .. . . . . NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 3 of 7 APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as noted below. Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is not required when Titanium® UDL-30 is installed inverted (printed side facing down) Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. .... Primer: Metal/Tin caps shall be primed with ASTM D41 primer • '....' • . .• •.• • • • • . • Ply Sheet: (Optional) Titanium® PSU-30, self -adhered with minimum 3" hotizbptal laps atitl minimum 6" vertical laps. •. •••• •... • • • • • • • Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal lap$ ap jninirrun 6" • • vertical laps. Place the first course of Titanium® PSU-30 parallel td Weave :nd fled, using a heavy pressure roller under safe conditions to further secure4hemembrana. . . • Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam-qxf woof tilt, metal • • • roofing, •wood shakes & shingles or slate roof assemblies. " •• ' •.• • Note: For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow TILE BOND Roof Tile Adhesive. MIAMI•DADE COUNTY APPROVED NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 4 of 7 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: One or more plies Titanium® UDL-30'applied with minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as noted below. Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to placement of cap sheet. Ply Sheet: (Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. ...• Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal 12p♦srarict• • vertical laps. Place the first course of Titanium® PSU-30 paralleltp,ttc eave! pia heavy ; pressure roller under safe conditions to further secure the membrane:.. • • Surfacing: Note: MIAMMADE COUNTY APPROVED . • ♦ • .. • . ♦ • • ♦ • Approved for asphalt shingle, mechanically fastened toof tile, foarriLeh roof tile,•metal roofing, wood shakes & shingles or slate roof assemblies. • • •. •♦• ..• •• •. For tile roof assemblies, refer to RAS 118, 119 or 120 and the tilt mantfactu .er's NOA. For ' • foam -on tile roof assemblies, approved use with ICP Adhesives $olyset AH-1,130'ai1d Dow, TILE BOND Roof Tile Adhesive. .. • • .. • • . • • • NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 5 of 7 Deck Type 1: Wood Deck Description: L9/32" or greater plywood or wood plank System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. All General and System Limitations shall apply. Base sheet: Fastening: Ply Sheet: Membrane: Surfacing: Note: MIAMI•DADE COUNTY APPROVED One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as noted below. Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. (Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6" vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field, using a heavy pressure roller under safe conditions to further secure the membonei • • Approved for asphalt shingle, mechanically fastened roof tile, fame-• On:roof tile, metal roofing, wood shakes & shingles or slate roof assemblies. • • • • •' • For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile'i !i ifactucer's' NOA. For • foam -on tile roof assemblies, approved use with ICP Adhesives Po lvse t AH-lor and Dow • • TILE BOND Roof Tile Adhesive. • • •• •• • •• •• • •• • • • • • • • • • • • ▪ • • •• • • • • •• • • • • • • NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 6 of 7 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 material. 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. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate ;oof asssembliast • • • 5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSV-30' Titan n 5JDL-30 • • / Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlaymenf system stha'lf be 5:I2• • • • for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slope% weeding 5:1% flat tic... shall be staged 2 base tiles perpendicular to slope behind a mechanically attached. Ivan or tger ppsrd maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tile.4.At roof slopes great:;.. • than the above limitations, the use of loading battens or toe boards are required to loeef the roof t;e' • • 6. Titanium Synthetic Underlayments shall not be applied over an existing roof membla recoversystem. • • 7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium®1'SU-30, UDI,11141;t(2Ply • system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as s t€ mporary• roof for • longer than 90 days of application. . . • • 8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If Titanium Synthetic Underlayments are 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. 10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name 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 APPROVED END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-0603.19 Expiration Date: 01/26/22 Approval Date: 02/02/17 Page 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 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 «ww.miamidade.gov/ec000mv 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 fail to meet the rec ni!rements of the applicable building code. • • •• • •• •• • • • • This product is 'approved as described herein, and has been designed to comply with th2'Ftdrida Btifldti g Code* • • • including the High Velocity Hurricane Zone of the Florida Building Code.• '• DESCRIPTION: ICP Adhesives Polyset® AH-160 • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logs, city; state.and follow g.. ; 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 bebh iio 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1of11 • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions Test Product Description Specifications N/A TAS 101 Two component polyurethane foam adhesive N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment . . . .•• • Dispensing Equipme>it •:' • • • • • . . .... . • .. .. .... . . . • .. . • . . I. ..• .. • • • .... • . • .... .. . • . . • • .. . . Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current MOA!villich list attachment...:. resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. • . • .. . •. • . •.• .. . MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Results 1.6 lbs./ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Test ASTM D 1622 ASTM D 1621 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/ 17 Page 2 of 11 EVIDENCE SUBMITTED: Test A>lencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB-589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 • , • • �4/�.8�I2 P39740.02.12 TAS 101 02/21/12 TAS 123 • ' • • 528454-2-1 TAS 101 ."". 10/2 798 528454-9-1 " " " " .. • 528454-10-1 • • •• •• • .. • • • • . 520109-1 TAS 101 12/2.8/98 • 520109-2 • • ' 520109-3 • 520109-6 •• ' '.•' • . . . • 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 • • • .• LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 pr(E4 Adhesives ProPack® 30 & 100 dispensing equipment only. • • 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • .. .. • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes aver ICP Adhesives • Polyset® AH-160 has been dispensed. • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acCbtd4ce witi the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • . • • • • . . . . . ..• .. • • • MIAMI-DADE COUNTY APPROVED . • • . • . • . . . •. • . . . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 , 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches .34 grams .iyer pan LABELING: • • • •• • • • • •• • • S. •• .• • • • • . All approved products listed herein shall be labeled and shall bear the imprint or identifiablarking of the.. • e m manufacturer's name or logo and following statement: "Miami -Dade County Product Contrd•App;oved'.er the. Miami -%. • Dade County Product Control Seal as shown below. • • • • • • • • • • MIAMI DADE COUNTY • • • • MIMED BUILDING PERMIT REQUIREMENTS: • • • • • •• • • •• • • • • • .• As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 Atai7 through plastic torment ihttiae roquir 4 NMI through ptast c cement 'when required) MIAMI DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 men) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave coirse, apply aii i um 2" (50.8 mm) x 10" (254 tY ) 41" (25.4 mip) foam • • paddy onto the underla lat.positk ietLUs shown..:. under the pan portion orfsthe•tile closesllto the • • overlock of the tile beillg'stt• • • • • • • . .... . • •.. . ••. I. . • Continue in same mangnr.insure appro. •natelx 1'/ (109.7 cm2) — 23 (148.¢.,c ;1square inch adhesive • • contact with the underside ofthe tile. . • • • • • • •• • •• • • • • High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 •i.oirthrough pLi itr•mw+4 ( when required), d), ti • Nail through plastic cement !when required; Underf.yrnent \ Rats errs optional i f .fit -,,�� •.,taxi: Paddy'iReutath Tat) - E.+e Ckesw• MIAMI-DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm'-) square inch adbastive contact with the underside pf tie ple. • • • • •• • • • • • • ••• •. • • Medium Profile / Double Pan Tjt. • • • , • • •• • • • •••• •••• Starting at the eave courseparItta mnxiiunz 2" (54.8%. • mm) x 10" (254 mm) x 1"(25rFmm) feam'paddy onto the underlayment posit154e4 as shown under the • • pan portion of the tile closest to the over ool; of the tile being set. Insure approXin atOy 17 (U(19„7 cm-) 23 (148.4 cm") square inch adhesive co'bigetAith.the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown ........... " underrihhe pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm') square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 Nail through plastic cenent--.__ ;:rheas required) 7 u uhrrlayr,.nt 4}. t I 1 1ti { attens optional /j MIAMI DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure appro4itely 17" (109.7 cm2) - 19 (122.6 cm2) square i thadliesive contact with the underside o€th; tile. . . .... • . .... • .. .... . . . . .... • • .... .. . . • • . •. •• . •a • . • • . ... . • . . . . . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement (when required) Battens optiona 4x4in. Si ley until Single paddy an undedayment 10 in.. MIAMI•DADE COUNTY APPROVED Paddy (between tiles) Single paddy on top of tile 2x4in. 2 in. Flat/Low Profile Tile Medium Profile Tile Paddy !under tile) Fascia ----Lave Closure 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 nun) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tiTe,'or.under the pan portion of the tile, tigsest to the lindeElock for the second course tile VOA itistalleel..144re approximately 8-9 in2 (S.1. .58.1 cm2) of adhesive contact with the underiidevf the the • • • • .... •... S. • . . . • . • (Instructions continued on vci pgge) • ; • • . • • • . . .. • .. • • • • • .• . • .• • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVETLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic 7elrt (when required) % Battens optional Air x 4 in. single 2x4in. paddy on top of tile — to in. Single paddy under tile Paddy (between tiles( Paddy (under tile) ✓/ Fascia Weephoie Eave closure Drip edge High Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11(71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • • • • • • • • •• • • • • •• •• • •••.••• • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • •• • • • • • •• • • • • • • • • • • • • • • • •• • •• • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. in contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Under)ayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure cave end of pan and cover tiles are flush at cave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing'thrunderside of the tile. Apply a 1" (2S .' mm) x 10": (254 mm) bead of adln%iygilirectlixQn t a uiqI ..:. edge of each side of the.ccwer tile. Leave . approximately 3/4" (19 non) to 1'. (25.4 mm) . from the outside edge of the tile, inNvani, free of: • • foam to allow for expan'sidd. . ' . 4. Turn cover tile over Cftei'f¢Fun is Applied and place onto pan tile course..InsureWrhtiiiinum of 20 (129 cm2) - 25 (161.3 cm2) sq ;are inch • contact area on each side of the coder rile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 • 12/14/2017 S. • i • •• • f1q(id'l puilding'qdtle Online FL0R 0A GEPAPTh1 N:' OF Business & Professional Regulation d bda 8= ! QFi10E OF THE SECRETARY BCIS Home Log In I User Registration Product Approval USER: Public User • • • • • • ••• • • • • • • • • • • • • • • • • • •• •••• •• • •• •• • • •• • • • • • • • Hot Topics I •SubMlt•Surclfat 1 • Stats & Facts I Publications •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Product Aooroval Menu > Product or Application Search, > Aeoli.utipni is > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality,Assurance Representative Address/Phone/Email FL16730-R13 Revision 2014 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com FBC Staff I BCIS Site Map https://wwwfloridabuilding.org/pr/pr app_dtLaspx7param=wGEVXQwtDquBobl%2fIZmUluetCt8R,gpmtmHgFreYFQcHggr67tJ7PQ%3d%3d 1/3 12/14/2017 • •• Arid; pu jcdng•Gd le Online Category Subcategory Compliance Method • • • • • • . . •• • • • •• •.• • • . • • . . . . Roofing • . ... • • . . .. • Single Ply Roof Systems • .•. • . • . • • • • • • • • EvaI.iati:on: Report from a Florida Registered Architect or a Licensed Florida • Proftsib,rfal Engineer _.. Evaluation Report - Hardcopy Received .. •. •• • •• ... •• . • • • . . • • . Florida Engineer or Architect Name wrig elbptd;.' 1115bert'plieminen the Evaluation Report • • • ••• • • • • .. • • • • ... .. Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16730 R13 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 110 2000 TAS 114 2011 TAS 131 1995 Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/24/2017 Date Approved 10/10/2017 httpsJ/www.floridabuilding.org/pr/pr app_dttaspx?param=wGEVXQwtDquBobl%2FlZm671uetCt8RgpmtmHgFreYFQcHggr67tJ7PQ%3d%3d 2/3 12/14/2017 • • • • • Florida Buildjnge Online •• •• • • • •• •• • ' '• 20j17/2017 Date Revised Summary of Products • • • • • • • • • • • ••• • • • • ••• ••• • FL # • • • • • • • • • • ModelZ Run1tter of llama • ; • • 1 , Description 16730.1 EverGuard TIIO Single piyRoof" • Systems Thermoplastic polyolefiin single ply roof systems •• • • • •• ••• •• Limits of Use • • •Approved for use in HVHZ:•Yes • • Approved for use outside HVHZe•No• • • • • ••• •• Impact Resistant: N/A Design Pressure: +N/A/-502.5 Other: 1.) The design pressure herein pertains to one system. Refer to ER Appendix for all systems and maximum design pressures. 2.) Refer to ER Section 5 for Limits of Use. Installation Instructions FL16730 R13 II 2017 08 FINAL Al ER GAF EG TPO HVI-g FL16730-R13.adf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL16730 R13 AE 2017 08 FINAL ER GAF EG TPO HVHZ FL16730-R13.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Jtefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe �: llrit� �l9 1 Rh `, https:Nwww.floridabuilding.org/pdpr app_dtl.aspx?param=wGEVXQwtDquBobl%2fl7_m6TluetCtBRgpmtmHgFreYFQcHggr671J7PQ%3d%3d 3/3 The following notes apply to the systems outlined herein: • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• • • • • • • •• • • • • •• • • • •• • • • •• • • • •• • • • • • • • • • • •• • • • ••• • • • • TINITY ERD 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the AHJ. •• • • �i• •• ••• •• 2. Unless otherwise noted, fasteners and stress plates for insulation or base she:tettac`raant;Ial:be as tolkjoas. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener withpri¢T( 3:St4riPlate, Oil-Tec 3" Steel Plate, Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation enlf), Orli-TeceASAP 89 or Drill-Tec Heavy Duty ASAP 35. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. > Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill -Tee XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) or Drill- Tec AccuTrac Rat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only)_ Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. ➢ Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill -Tee 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill -Tee AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 35. Minimum 1.25-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the QA requirements of F.A.G. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in EverGuard• roofing systems: Insulation: High Traffic Applications: Recover Applications: ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or ➢ FBC HVHZ approved Extruded polystyrene ()CPS) meeting or > FBC HVHZ approved XPS Fan -Fold Recover Board with plastic exceeding TAS 110 and ASTM C578, Type IX, nominal L8 Ib/ft2 exceeding TAS 110 and ASTM C578, Type IV, minimum 1-inch facer meeting or exceeding TAS 110 and ASTM C578, Type IV, density and minimum 25 psi compressive strength. thick and minimum 25 psi compressive strength. 3/8-inch thick and minimum 25 psi compressive strength. > FBC HVHZ approved Expanded polystyrene (EPS) with plastic > FBC HVHZ approved Expanded polystyrene (EPS) with plastic > FBC HVHZ approved EPS Recover Board meeting or exceeding facer meeting or exceeding TAS 110 and ASTM C578, Type IX, facer meeting or exceeding TAS 110 and ASTM C578, Type IX, TAS 110 and ASTM C578, Type IX, 1/2-inch thick and minimum 25 nominal 1.8 lb/ft2 density and minimum 25 psi compressive minimum 1-inch thick and minimum 25 psi compressive strength. psi compressive strength. strength. > FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-inch thick and minimum 25 psi compressive strength. TOPCOAT* FireOutf" Fire Barrier Coating, VersaShield• Fire -Resistant Roof Deck Protection or VersaShield• Sold" Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non -load -bearing, fire -barrier /slip -sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5. Preliminary insulation attachment for System Type C-2 and 0 = Minimum four fasteners per4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. > Hot Asphalt (HA): Full mopping, 25-30 lbs/square. > GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. > LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. > OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square. > OlyBond 500 (08500): Continuous 0.75 to 1-Inch wide ribbons,12-Inch o.c. using PaceCart, SpotShot or Canister delivery methods. Note: OlyBond Classic or OlyBond 500 Green may be used in place of 08500. > Note: When multiple layers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 5'h Edition (2014) FBC HVHZ EVALUATION EverGuard TPO Single-Py Roof Membrane Systems GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-R14 for F116730-R13 Revision 14: 08/17/2017 Appendix 1, Page 2 of 84 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • •• •••• •• • •• • •• •• • •• •• • • • ••• • •• •• • • ••• • • • •• • • • •• • •••• •• • • • •• • ••• •• • • •• • •• • • •• TRINITY ERD 7. Unless otherwise noted, all insulations are flat stock or taper board of the 14intrnLIFrtehicknesyltet.Tipered.cl.bVisecrlhurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -In for the equivalent thicker material listed in the table. D. Hot Asphalt (HA): MDP = -240.0 psf (Min. 03-4ri h tridi) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf (Min.1.®-inch thick) • • • • •••• • ➢ LRF Adhesive M (LRF-M): MDP = -2323psf (Min. 0.5tpch:tiu'lk Enefgy?d eeryiso Aviation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Energy( ujRl NZi LllItra•PQlgissln.9: lannr • ➢ OlyBond 500 (08500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) ➢ OlyBond 500 (OBS00): MDP = -4873 psf (Min. 0.5-inch thick EnergyGuard RA) ➢ OlyBond 500 (08500): MOP = -2925 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 8. Bonded poiyisocyanurate insulation boards shall be maximum 4 x 4 ft 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. 'This extrapolation Is not permitted for systems marked with an asterisk*. 10. For assemblies marked with an asterisk`, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing —prepared, signed and sealed by a qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or MS 137. 12. For bonded Insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the insulation is optional. Alternatively, a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. D. Separator Board Options for Recover System Type C-2 or System Tyke D. Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polylso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polylso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass - Mat Roof Board. D Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/yd2) or EverGuard Polymat Cushioning Layer (6 oz/yd2). 15. For systems where specific lightweight insulating concrete (LWIC) is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. 16. Side laps for EverGuard Freedom TPO with RapidSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. Exterior Research and Design, LLG d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 56 Edition (2014) FBC HVHZ EVALUATION EverGuard TPO Single -Ply Roof Membrane Systems GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-R14 for FL16730-R13 Revision 14:013/17/2017 Appendix 1, Page 3 of 84 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • ••• • • • • • • •••• •• •• • • • • • • •• • • • • • •• • • • •• •• • •• • QPIRINITY 17. For adhesive -applied membrane systems, side laps shall be minimum 3-incR Ode!(td witharniii. i ipch heyjfiveld.lJnness otherwise noted, membrane adhesive application rates are as follows: ERD EverGuard TPO EverGuard TPO #1121 Bonding Adhesive (#1121) J pnt ct (frothji. e• s• • 0.8 to 1.0 gal/square/surface. For use over SECUROCIC Gypsum -Fiber Roof Board, the application rate : es tgl2to 1.67 gal/sq/surface EverGuard TPO EverGuard WB181 Bonding Adhesive (WB181) • • • • • • • • C-0ntict:rot i silesi' • • • • • •To p.lyisocyenurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HD1 or Fiber Base HD6 gat 4.63 gal/sgyare and roof cover underside at 021 gal/square_ To Dens Deck Prime orSECUROCK Gypsum- Rbti•Rbof'Bbard at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard LowVOCTPO Bonding Adhesive (L- VOC) Contact (both sides) 0.46 gal/square/surface EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding Adhesive (TPO 3-Square) Contact (both sides) 0_84 gal/square/surface EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 lbs/square EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive (W8181) Wet lay (substrate) 0_83 to 1.0 gal/square EverGuard TPO FB Ultra GAF LRF Adhesive M (LRF M) or LRF Adhesive1-inch O (LRF-0)Wet lay (substrate) wide ribbons spaced as noted In tables herein. Note: The adhesive ribbons are located directly over the adhesive ribbons used to secure the insulation when the cover is bonded to Insulation less than 1.5-inch thick. EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive (GAF 2-Part) Wet lay (substrate) "Spatter pattern" at 3.75 lbs/sq. EverGuard TPO FB Ultra OlyBond S00 Canister Wet lay (substrate) "Spatter pattern" at 032 galsquare. 18. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 19. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. 21. The following insulations are interchangeable within the scope of this Evaluation Report: > EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation; ➢ EnergyGuard Ultra Polyiso Insulation EnergyGuard NH Ultra Polyiso Insulation; > EnergyGuard HD Polyiso Insulation K EnergyGuard NH HD Polyiso Insulation; > EnergyGuard HD Plus Polyiso Insulation b EnergyGuard NH HD Plus Polyiso Insulation. Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization 419503 Prepared by: Robert Nieminen, PE-59166 5th Edition (2014) FBC HVHZ EVALUATION EverGuard TPO Single -Ply Roof Membrane Systems GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-814 for FL16730-R13 Revision 14: 08/17/2017 Appendix 1, Page 4 of 84 • • ••• • • • ••• • •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • •• • • • • •• • •••• ••• • •• • • ••• •• • • • • • • • •• •• •• • QINITY ERD TABLE 1E WdbD Dk'CI(S NE* Gbh S ' , REROOF ITEAR-OFFj i 1 RECOV 11 - F• SYSTEMTYPE:D-1 MECICALILYATTACHEDROOF CO System No. Deck (Note 1) Insuiatiom(N•te 14) • • • • • • • Roof Cover MDP (psi) • • Typs! • • • • • • • • Aataeh • • • • Membrane ' Fasteners Attachment W 49 Min. ]9/32-inch plywood or wood plank 24"spans; 8d common nails 6"o.c. (Optional) Onaor• • more layef4!any • • combination • • •pje�im• • attached • • TPO Drill Tec #14 Fastener with Drill-Tec 2 in. Double Barbed XHD Plates Fastened 6-inch o.c. within 55-inch wide laps spaced 114.5-inch o.c. and sealed with a 1.75-inch heat weld. -45.0 W-50. Min 19 2 inch plywoodplank;(Optional) or wood 24" spans; 8c1 common nails 6" o.c. One or more layers, any combination Prelim. attached EverGuard TPO Drill-Tec Fastener with Drill-Tec 2 in- Double Barbed XHD Plates Fastened 6-inch o.c. within 5-inch wide laps spaced 55-inch o.c. and sealed with a 1.75-Inch heat weld. -52.5 TABLElF WOOD DECKS NEWC iNSTRUCTIOWREROOF 's OFF)OR'RECOVER rrF SYSTEM TYPE D"2 INSULATED,MEC�IA#B T ejTTA HEq�.BAS SM�� Ii1 EDROOF COVEIE ,.,. , System No. Deck (Note 1) Insulation Layer(s) (Note 14) Base or Anchor Sheet Roof Cover MDP Type Attach Base Fasteners Attach W-51. Min. 19/32-inch plywood; 24" spans; 8d ring shank nails, 6" o.c. at edges and 6" o-c at intermediate supports One or more layers, any combination Loose -laid GAF StormSafe Anchor Sheet (Max. 48-inch wide) Drill-Tec#14 Fastener with Drill- Tec 3" Steel Plate or Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) 18-inch o.c. at min. lap and 18-inch o.c. at two, equally spaced, staggered center rows EverGuard Freedom TPO / self adhered -45.0• W-52. Min.19/32-inch plywood; 24" spans; 8d ring shank nails, 6" o.c. at edges and 6" o-c at intermediate supports One or more layers, any combination Loose -laid GAF StormSafe Anchor Sheet (Max. 48-Inch wide) Drill-Tec #14 Fastener with Drill- Tec 3 in. Ribbed Galvalume Plate (Flat) 8-inch o-c at min. 4-inch lap and 8-inch o.c. at two, equally spaced, staggered center rows EverGuard Freedom TPO /self adhered �'0• Exterior Research and Design, LLC. d/b/a TrinityERD Cei tifn.ate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Sth Edition (2014) FBC FIVHZ EVALUATION EverGuard TPO Single -Ply Roof Membrane Systems GAF; (800) 766-3411 Evaluation Report 01506.12.13-1-R14 for FL16730-R13 Revision 14: 08/17/2017 Appendix 1, Page 14 of 84 Home Oulck Gujde Contact Us UL.com TGFU.R 1306 Rooanl Systems Roofing Systems Sascasrxdislimuslimistkonling.SYsluiro GAF I CAMPUSOR PARSIPPANY, NJ 07054 USA SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPO) PGA£ $Sign! R1306 A vapor barrier may be optionally installed under all systems utilizing any polylsocyanurate Insulation In the following systems. • • "EnergyGuard'" Perlite" may beused as an option over any "EnergyGuard'"" type Insulation, "GAFGriVe• • Stratavent Perforated Base Sheet" may be utilized as an additional ply In any of the following systems. • • •••• •••• • • • • • • • • • • •• • • • •••• •••• • • 5, Deck: C-15/32 Incline: 1/2 • • • • Primer: — "TOPCOAT® FlreOut", fire Barrier Coating" or "FireOut " fire Barrier Coating', appifed • •••• • • at a rate of 1-gal./100-ft, . • • • Base. Sheet (4ptlon01)s — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Trl-PIy® *VjaS§g• • •• • • I. • Sheet" or "GAFGLAS® #BO Ultima." Base Sheet" or "GAFGAS® Stratavent® Reliable Venting Base • Sheet", mechanically fastened, • • Slip Sheet (Optiotsal)t — One ply "VersaShieid® Solo'" Fire Resistant Sllpsheet, mechanlIally • : • • • fastened. Mombrsne: — 'EverGuard® TPO' 45-mil to 80-mil or "EverGuard Extreme® TPO" SO-mif t:'80-• • • • • • mil, mechanically fastened. • • • • • • • • • • • AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: ami Shores Village Building Department 10'•0NE2ndAve Miam hores, Fl 33138 Re: Owner's N Property Address Nwe Cc 1\�s 415 qc Roofing Pennit Numb Dear Building Official: I certify strengthened and corrected and a secondary w of Hunicane Mitigation Retrofits for Existing Florida. Building Commission by Rule 9B-3.04 Qualifying Agar Signature o M5 Print Name STATE OF FLORIDA COUNTY i F MIAMI-DADS Sworn to and subscribed before e this day of '‘P , 20 tP (SEAL) 'Personally kno or Produced Idtification r • • • • •• • • • •••• c • • • • • S. IS • • .... •••41 oof decking attachment and fastener helve been • • • • • artier has been provided as required li}?flee"Manuat •. • • to -Built Single Family Structures" id:opt.ed by the • tovItt • • • • • • • • • • IS • CAN. CABOVERDE MY COMM » ON # GG 034505 EXPIRES .:28.2020 Boded Tin Notary ...,Undenvriteg • •• • • • • • • MIAMMADE M `'p= "Delivering Excellence Every Day" MIAMI-DADE COUNTY ----- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ZoKe) 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 re failed in accordance with the current provisions of Chapter 16.(High Velocity Hurricane Zones)p' the Florida Building Code. (The roof deck is usually concealed prior to removing the existing rtofsystemf. • • • • • • 3. Common roofs: Common roofs are those which have no visible delineativei4retweeriai�hboring•�• units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roof in contra c.or.and/o> • owner should notify the occupants of adjacent units of roofing work to be performed • •. • • • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside•ofthi rooCdlscking carlha• vieVed from below. The owner may wish to maintain the architectural appearance; tlietritre, roofing nail •. penetrations of the underside of the decking may not be acceptable. The owner provvles the opt=on•of • maintaining this appearance. ' • • • • • • • • • •• • .•• • 5. Ponding water: The current roof system and/or deck of the building may not drain well and may ca se 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 ov 'rloaded 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 int ' for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Contractor's Signature: Property Address: 15 t'-W cf S. - -41.167.4 Date: ©) / Permit Number: