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RF-18-793r Inspection. Worksheet Miami Shores Village 10050 N.E.'2nd Avenue Miami Shores, FL .7Phone:;(305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-309217 Permit Number: 'RF-3-18-793 Scheduled Inspection Date: August 02, 2018 Inspector: Naranjo, Ismael Owner:' ,. NESTOR; MARCEL Job Address: 50''NW 109 Street Miami Shires, FL 33168-4315 Project: <NONE> Contractor:. EXTREME ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1121360110210 Phone: (305)225-1535 Building Department Comments. REMOVE EXISTING, ROOF:SYSTEM AND INSTALL BORAL BARCELONA 900 WITH ADHESIVE AND GAF BUILT UP Infractio - - Passed Comments INSPECTOR COMMENTS False Passed 2:1" Failed Correction Needed Re -Inspection Fee No Additional Inspections re•inspection fee is paid. n be scheduled until Inspector Comments CREATED AS REINSPECTION FOR INSP-300293. by naom August 01, 2018 For Inspections please call: (305)762-4949 Page 25 of 38 RE: Permit # j2� - 3- i8 793 Miami Shores Vittage, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 4,1/ 7/ INSPECTION AFFIDAVIT I A%icc�� e S licensed as a (n) Contractor /Engineer /Architect, (Print name and circle License Type) FS 468 Building Inspector License #: & / 3 On or about 44 7 // , I did personally inspect the roof deck nailing (Date & time) work at e %C) /O9'Sr (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this -7 Notary Public, Sate of Florida at Large day of 1.14/ -41 Zoig EZ ..*11 MY MISSION # GG102782 EXPIRES June 04, 2021 *General, Building, Residential, or Roofing Contractors or any individual certif ::. .. . * e su an inspection, Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection ao,aco,i n., n»nnt lAU )1r)nno Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 4/4/2018 Permit NO. RF-3-18-733 Permit Type: Roof Work Classification: Tile/Ftat Permit Status: APPROVED Expiration: 10/01/2018 Parcel Number Applicant 50 NW 109 Street Miami Shores, FL 33168-4315 1121360110210 Block: Lot: MARCEL NESTOR Owner Information Address Phone Cell MARCEL NESTOR 50 NW 109 Street MIAMI SHORES FL 33168-4315 Contractor(s) EXTREME ROOFING Phone Cell Phone (305)225-1535 (305)282-1247 Valuation: Total Sq Feet: $13,000.00 2948 Type of Work: Re Roof Additional Info: REMOVE EXISTING ROOF SYSTEM AND INS 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 $13.80 $4.50 $3.00 $4.60 $300.00 $9.00 - $18.40 $853.30 Pay Date Pay Type Invoice # RF-3-18-66941 03/27/2018 Check #: 3730 04/04/2018 Check #: 1099 04/04/2018 Check #: 208 Bond #: 3705 Amt Paid Amt Due $ 50.00 $ 303.30 $ 500.00 $ 803.30 $ 500.00 $ 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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER constru AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating zoning. Futhermore, I authorize the above -named contractor, to do tthg � rk stated. April 04, 2018 Auth zed Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 04, 2018 BUILDING PERMIT APPLICATION El BUILDING El ELECTRIC El PLUMBING Ej MECHANICAL 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 q ROOFING El PUBLIC WORKS JOB ADDRESS: 50 t/0 / (i / S !� City: Miami Shores County: Folio/Parcel#: `/-' Z / 36 (NI as / D Occupancy Type: 5 G✓L Load: Construction Type: RECEIVEt MAR 2 7 7018 W "h FBC 2014. Master Permit No. e ^ s Sub Permit No. REVISION ❑ EXTENSION D RENEWAL Ej CHANGE OF Ej CANCELLATION Li SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 3" / &yr Is the Building Historically Designated: Yes NO ✓ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): [A -0-Mei %QSiv2 Phone#: 3 A(- 9_-- .3 6 '�(o Address: 57" >)(it) / 0' s d' City: bk-/_ Sh G/LCq State: rt Zip: 3 3 / 408' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: G �t/L ,( / 20 /QQ00 ) /v4-)---,-. 7i- 3G3 City: :"-/ / �'r1 g State: GZ- Zip: 33 J (17 Qualifier Name: Na. 0, t, /��b f 4 .e S Phone#: 3�U =� f.� 7� •V2 State Certification or Registration #: (mod. 2 / 3 2 (' 0-1-/ Certificate of Competency#: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2;, 000 - 00 Square/Linear Footage of Work: r t 4 _ . — Type of Work: ❑ Addition ❑ Alteration ❑ New _Re air Re lace u • .. p / p ❑ Demolitioh Description of Work: &/)+O i/ L ex ;.5 I7,,e7 2e oy s 47 Sle, ,4'r, 6 / 4 s f -ei /1 13D/%ra- f / Le_e/ o-).-, 4 G D wT ,,ISGi,..r/v-c. ,r'/ a /" -c1lf` e/r Address: 4-1 dY+C Phone#: 300= d -7130' Specify color of color thru tile: A :p Nd Submittal Fee $ Permit Fee $ 303 • M CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 3 . OZ) DBPR $ `f, 50 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bnd $-gZ" CO o2 TOTAL FEE NOW DUE $ 363 ' a) (Revised02/24/2014) so Bonding 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 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 ffer''JG &�� OWNER or AGENT The foregoing instrument was acknowledged before me this day of) 2G6-1 , 20 1 cal , by r 4A'2C Q I /0Q J�o 2 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Si Print: Seal: APPROVED BY as Signature ‘)7 CONTRACTOR The foregoing instrument was acknowledged before me this Z Cr day of /L1W, 20 f , by F ems, 4- f S , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as p::sssssssassss:ssssssss**s:sssssssss:ssssssssssssss•ssssssssssssss Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 3/2'6/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-011-0210 Property Address: 50 NW 109 ST Miami Shores, FL 33168-4315 Owner MARCEL NESTOR &W MARIE NESTOR Mailing Address 50 NW 109 ST MIAMI SHORES, FL 33168-4315 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 2,416 Sq.Ft Living Area 2,092 Sq.Ft Adjusted Area 2,136 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1952 Assessment Information Year 2017 2016 2015 Land Value $198,007 $166,118 $166,118 Building Value $148,666 $148,666 $148,666 XF Value $1,095 $1,110 $900 Market Value $347,768 $315,894 $315,684 Assessed Value $120,544 $118,065 $117,245 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $227,224 $197,829 $198,439 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 5 BLK 214 LOT SIZE 75.000 X 123 OR 13597-2173 0388 1 Generated On : 3/26/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $100,000 $100,000 $100,000 Taxable Value $20,544 $18,065 $17,245 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $95,544 $93,065 $92,245 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $70,544 $68,065 $67,245 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $70,544 $68,065 $67,245 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/01/1988 $86,000 13597-2173 Sales which are qualified 07/01/1983 $75,000 11861-2546 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 Version: Miami Shores Vitiage 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, Fl 33138 Re: Owner's Name: /VCR /2 ' el 5 S Property Address: \ 0 !ti / Os�- Date: Roofing Permit Number: Dear Building Official: `-ia fie. l e,s%a._ certify that I am not required to retrofit the roof to wall connections of my buil%d'ng because: 'The just valuation for the structure for of ad valorem purpose o em 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) Signature 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 Fne.#kus ? / o day of /L-/ - 2e 7� 1 k may'' RAUL PEREZ "s MY COMMISSION # GG1027 Notary Public, Sate of Florida at a_ s �' 1.G2� • 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 p 1 0 CC O. Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Permit No. Process No. Contractor's Name Job Address 5DvUr/ Csr ROOF CATEGORY ow Slope ❑ Mechanically Fastened Tile Asphaltic ❑ Metal Panel/Shingles Shingles 0 New Roof ❑ Prescriptive BUR-RAS 150 ROOF TYPE Roofing 0 Recovering `` ROOF SYSTEM INFORMATION MortarIAdF &ve _ _ Wood Shin IrM 9. q� rel Gas' nt YgK4• Type: Natural _ 0 Repair • :IP :PAM . . •. .. •.. . .• RECEII EL MAR 2 711110 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. LU 0 z 0 N • . . • Section C I' MIAMI-DgDE Miami -Dade County HVHZ Electronic Roof Permit Form It coutarr Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: GAF Top Ply: Mineral cpaheet Product Approval (NOA): 14-1030.01 System Type: Top Ply Fastening I Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: Type lv Asphalt (P1) Field: psf N/A Surfacing: (P2) Perimeters: -42.8 psf SINGLE PLY MEMBRANE: (P3) Corners: -71.7 psf Maximum Design Pressure From NOA: -108.0 psf Roof Slope:.62.5 .%„ : 12 Roof Mean Height: /2- - g. Parapet Walls: £3 No (r Yes Parapet wall Height: • i ft. Deck Type: Support Spacing: I--5/8" Plywood-- " o/c Alternate Deck Type: N/A Existing Roof: N/S Fire Barrier: N/A Vapor Barrier: N/S Anchor Sheet: #75 base sheet Anchor Sheet Fastener / Bonding Material: 1 1/4" RS $1 5/8" TC Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/S Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener/ Bonding Material: N/A Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener/ Bonding Material: N/A Ply Sheet(s) & No. of Ply(s): 1- Rubberoid #20 Ply Sheet Fastener / Bonding Material: Type IV Asphalt Single Ply Manufacturer/Type: N/A Single Ply Sheet Width: n/S " 1/2 Sheet Width: N/A • • • • • No. of Single Ply 1/2 sheets: N/A •• •• •• •• • • • • •• • • Single Ply Membrane Fastening / Bondirt0 Jjrrjl: • • • • • • • N/A • • •••• ••121 • FASTENER SPACING FOR BASESAEET..1'TACHIC,EN=• • 0 SINGLE PLY MEMBRANE ATTACHftE11T•. • • • • 1. Field: 6 2 • • S • • • "o/c@Laps& anti{•; •• "o/c • • • • 2. Perimeter: 6 " o/c © Laps & 4 • rows ' p'jc • • •••• • • • 3. Corner: 4 " o/c @ Laps & 6 rows 4 • • • • • • NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: N/A 2. Perimeter: N/A Insulation Fastener Type : N/A WOOD NAILER TYPE AND SIZE: N/A Wood Nailer Fastener Type and Spacing: n/A EDGE & COPING METAL SIZES: 3. Corner: N/A Edge Metal Material:I--Galvanized Metal -- Edge Size:I--3" face 26 ga.-- Hook Strip Size:I--METAL EDGE HOOK STRIP N/A -- Edge Metal Attachment: 1 1/4" RS 4" OC Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attachment: I --PARAPET COPING METAL N/A -- N/A I --COPING METAL SIZE N/A -- I --COPING METAL HOOK STRIP N/A -- i , Edge Nailable Deck Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Top Ply Interplies \ Base Sheet \ ti ti +. 4 Drip Metal r1 Roof Deck it • •- • • • •• • • ••. • • • _. • •.!m••• • • • • • •• •• • • • •• • •• • • • • • •••• • •• • • • • Roof Mean Height: • • ft. • • • • • Drip Metal: • • • • • •• • •• • 3x3, 26 ga, gay W 1 1/4" RS 4''EXt • • Surfacing: N/A Top Ply: Mineral capsheet Interplies: rubberoid #20 Base Sheet: #75 base sheet Deck Type: Wood • • • • • � • • Parapet Wall Nailable Deck • Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. - .1 :41 a Concrete wall Elastomeric sealant tooled to facilitate water run-off Optional: compressible Elastomeric sealant Metal counterflashing mech. _attached 8" o/c WI washer Seal top of base flashing WI comptable material Termination bar mech. --� attached 6" o/c __�-- ___----- Field plies turned up wall Base flashing min. 8" above finished roof Top Ply Interplies Base Sheet -Roof Deck • • • • • • • • • • • • • •• • • • • • • • • • • • • Parapet wall height:.'% Roof Mean Height' 42' • • • • • Base Flashing: modified granule Surfacing: N/A Top Ply: Mineral capsheet Inter Ply Sheet: rubberoid #20 Base Sheet: #75 base shhet Roof Deck Type: Wood • • • •• •• .' • • • •• • • • • • • •• • • • • f• t.• • • • •ft. • • •• • • • • ••• • • • • • • • •• • • • • Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System /Boral Roofing Notice of Acceptance Number (NOA): 16-0711.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: -39.1 P 2: P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 38.7 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: 1:( Roof Mean Height: "/12" 12 Method of Tile Attachment: ft. -Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: 'N/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: /-3" face 26 ga.-- --Galvinized Metal-- 1 1/4" RS 4" OC Hook Strip/Cleat gauge or weight: j-- Select Hook Strip -- Deck Type: --5/8" Plyviood.. •l�.d Optional Insulation: • . • •. •• • • •• • IN/A • . ...• •• • •. •. ••'••` Optional Nailable Substrre:• • • ... • •• •• . • ... N/A • • • . . ..• • .• • • Optional Nailable Substrate Attachment• • • • • • •• . . N/A Basesheet Type: • 30 ASTM Fastener Type for Basesheet Attachment: 1 1/4" RS & 1 5/8" TC 6' on laps 12" in field Tile Underlayment (Cap Sheet ) Type: #90 ASTM Tile Underlayment Attachment Method: Type IV Tile Profile: ,Roll Section E‘ Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P3: 39.1 F 68.1 x x 0.301 0.301 0.301 11.76 [20.49 - Mg: - Mg: - Mg: 6.90 6.90 6.90 = Mr1: = Mr2: = Mr3: 113.59 23.41 11131 138.7 38.7 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf ,"'•. • • • • • • • • • •• • • • b • • • • • • •• • Y • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greateftliMA or equal t ltht„Fr valulss, for • each area of the roof, then the tile attachment method is acceptable. • • • • • • • • • • • • • • • •• NOA F' P1: x I: P2: 1I x I: P3: 11111 x w: 11111 =xw: x w: - W: - W: - W: 11111 11111 x cos 0: = Fr1: x cos 0: FI = Fr2: xcos 9:=Fr3: • • •• •• Where to Obtain Information to complete tile calculations •NOA F' • • •• NOA F' ••• • • • • Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) * r. MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CO I .: RATION DIVISION NOTI NCE NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 w-ww.miami(lade. eov/economv mg 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 Autlsority • Having Jurisdiction (AHJ). •... • • • ••• • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cott�t : t oduct • • • • • • • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadg ggunty) .. . ••• • • a reserve the right to have this product or material tested for quality assurance purposes. It th,ii product:or• • • • material fails to perform in the accepted manner, the manufacturer will incur the expen`sedh testing • ` • and the AHJ may immediately revoke, modify, or suspend the use of such product or matonal.within their •. jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byMiami-pade County' •• P Product Control Section that this product or material fails to meet the requirements of the applicable • • • • • • • building code.• • • • . • This product is a..rovedescribed herein, and has been designed to comply with • •rida Buil&igtk de • mg the High Ve . Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each umt s .. . ear a pennanen a . e wi + nau[e-oi god , 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 revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 • Tri-Ply® Ply 4 GAFGLAS® FlexPly" 6 GAFGLAS®#75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS® #80 Ultima' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth MIAMI•DADE COUNTY APPROVED ROOFING SYSTEM APPROVAL Category: Roofmg Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED TABLE Test Product Dimensions Specification GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Wide 39.37" (1 meter) ASTM D2178 Wide 39.3T' (1 meter) ASTM D2178 Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) wide 39.3T' (1 meter) wide 39.3T' (1 meter) wide 39.37" (1 meter) wide ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 OR LABELED BY APPLICANT: 1 Product Description Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ."". • . • Smooth surfaced asphaltic plq•sheet reinforced with fiberglass mat. .... •. • . . • Smooth surfaced asphaltic ply•s}ieet reinfi ried with fiberglass mat. • • • • • • • •.. . .• . . . . Smooth asphaltic base or baseiply'sheet reinfo;oed with fiberglass mat. . • . . •Smooth asphaltic base or ba§e/plx sheet Offdbd with fiberglass mat. • • •• Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 • .• . . . • M Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut' Fire Barrier Coating VersaShield®Fire- Resistant Roof Deck Protection VersaShield® Solo' Fire -Resistant Slip Sheet Topcoat® FlexSeal'T° TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Specification Description ASTM D6164 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Dimensions 39.3T' (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls 42" roll wide, 100 ft. MIAMI.DADE COUNTY APPROVED 1, 5 gallons or 1 qt. tube ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary ASTM D226 ASTM D146, D828, D4869, D6757 TAS 139 Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinfofood with fiberglass mat. Cap sleet isifactorp mated with TOPCOAT® EnergyCott Elastomgfic • ; Coating. • • Solvent -based thermoplastic rubber .. . sealant designed to protect aridipostore aged roof surfaces and to increase roofrtflegtivity.• • • • .. •• ▪ .. Water -based elastomeric coating..• • Water based, low VOC prinrejdes ed t � 0.▪ hloGk asphalt bleed -through. • •• • Low VOC, water based fire barrier coating. Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuardn' Tapered Polyiso Insulation EnergyGuard'' Ultra Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuard' RA Composite Polyiso Insulation EnergyGuard'' RH Polyiso Insulation TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation EnergyGuard' RH Tapered Polyisocyanurate foam insulation Polyiso Insulation EnergyGuard'' RN Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Perlite Roof Perlite insulation board Insulation EnergyGuard' Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock® Glass -Mat Roof Glass faced gypsum board Board Structodek® High Density Fiber High density fiberboard Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board Gypsum board Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF • .t AF • •... GAF • ••.. ••••'GAF S. •. ... . . ••.. • . • S. .. . .. . •• • • •• ..• . •. • • • GAF • • . • . . .. . GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC • • • . . • .. • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: Fastener Product Number Name 1. Drill -Teem #12 Fastener 2. Drill -Teem #14 Fastener 3. Drill -Teem ASAP 3S 4. Drill-TecTM 3" Steel Plate 5. Drill -Teem 3" Standard Steel Plate 6. Drill -Teem AccuTrac® Flat Plate 7. Drill-TecTM AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill -Tee' #12 Fastener with Drill-TecTM 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill -Tee'" fasteners. Galvalume® coated steel stress plate for use with approved Drill-TecTM fasteners. A2-SS aluminized steel plate for use with Drill -Teem fasteners. Galvalume® steel plate with recess for use with Drill- TecTM fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill -Teem fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" max. GAF length, #3 Phillips head. #14x 16" max. length, #3 Phillips : • • head. See components • • • • . 3" Round 3" Round 3" square; .01T'thick 3" square; .017" thick 3" Round .... . • S. •. • . . • . GAF .... . • .... • . • • . S. •• GAF • . .. • . . . • • • • GAF • •• • . • • \. . • • •• • •. . GAF GAF GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 •• EVIDENCE SUBMITTED: Test Agency Test Identifier Description at Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 ' 11/18/11 3040738 4470 , 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 pA1.3/13 3047636 4470 • • ' OSG(1S/13 ODOA8.AM 4470 • •. • • 07/05Y99 • • OD1A8.AM 4470 • W724'94• • 0Y9Q5.AM 4470 04/101/98 • • 1B9A8.AM 4470 • •• •• •• :0V/0 97 • • •• 2B8A4.AM 4470 • • • • 07112/97 • • 3B9Q1.AM 4470 • . 'bf/O8898 3D4Q2.AM 4470 • • • • 05/?0/97 • 797-03221-267 4470 • •• •• .09/27/07 • 797-03825-267 4470• • ;07/21708 . • 797-10228-267 4470 • •. • •• O1/2Z/15 • ' • UL LLC R1306 UL 790 04/04/17 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC MIAMI•DADE COUNTY APPROVED (CONTINUED) Test Identifier GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 02-005 02-014 C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R 1 G40630.01.14-1 G40630.01.14-2A G40630.01.14-2 A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 11-053 Description ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 • Y TAS 114 •••• TAS 114 TAS 114 TAS 114 • •.•. • • ..•• TAS 117 . • ASTM D3909 • • • • ASTM D6164 • • • ASTM D6164 , • • ASTM D6163 •.. • ASTM D6401 ASTM D4897 4470-TAS 114 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 Date 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 •M5/14 • •1,Q/15/14 .10/15/14 ••(4/4t/15 • .01/18/02 03/22/02 • •f1,'3ii/07 06/03/15 • 03/31/10 :11726/11 • • 4k1/25/11 • • 4)6%0't/ 15 06/04/15 07/18/11 01/06/14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 • • • • • . . • .• • TAS 114 08/12/11 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 • Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option# Fastening Option #3: Fastening Option #4: Fastening Option #5: CI;ase Sheet: Cap Sheet: i Membrane Type: Deck Type 1I: Deck Description: System Type E(4): BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. TOPCOAT FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet VersaShield® Solo" Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Miami -Dade County Approved nun. 12 ga. annular ring shank nails and min tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet sideligsiatd field of the sheet in two staggered rows. (Maxim esign Pressure:—45psf. See General Limitation #7J • iami-Da�County Approved min. 12 ga. annular ring shank nails atld Min. tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side laP•s and field of the sheet in two staggered rows. ' ••• • • aximum Design Pressure: —52.5 psf. See General Limitation #71: . 1-5/81 cliameter •••� 8 in. v.c. ni the • • • •• •• • • • • • • 1-5/Sig. diameter o ... •••• 6 in. .c. m the • ... •••• •• •• •• Drill -Tee #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates,7)ri1l-Tee A'ccaigrac® Flat Plates or Drill-Tec"" 3 in. Ribbed Galvalume Plate (Flat) are spaced Ain. o.c. in the min. in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggtsesdbrows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Drill -Tee #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill-Tec'" AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Drill -Tee' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-Tec"' AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —9Z5 s . See General Limitation #7) Cu > 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed er manufacturer's installation instructions. GLAS® Mineral Surf Sheet, ri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap meral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. • • •• • • MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 29 of 31 • • Surfacing: 1. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. MIAMI•DADE COUNTY APPROVED ...• • . • .• •.... • . .. • • • • • .. .. • • .... .S. • . . • . . ....• .• .. ... . . . • ..• .. .. . • . • • . • . . • . .. . .. . . . . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 30 of 31 . • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTh 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck' Roof Board or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. is required• • • • 4. An overlay and/or recovery board insulation panel on all applications over cbsedce 11 foam ins[tlations• • when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied usinesppt: • • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbans'i liree roods' oh2 at each sidelap and one down the center of the sheet allowing a continuous area of ventilatiet • Etcircling Or the• strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cros?Z&$tilation: As�,olt • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot atta :h lC'vstems s ll 11e • • limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force • • • • • • tested in compliance with Testing Application Standard TAS 105. If the fastener value, Ns Mgt-tested,i are below • • 275 lbf. insulation attachment shall not be acceptable.••• 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based oil a tyiiajmum • • fastener resistance value in conjunction with the maximum design value listed within a specific system' •Sliould the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R1306 1 th" or "RUBERIDC) Mop Smooth" or "UBEROIDC) "GAFGLAS®R#75 Base oSheet" or 'Tri--Ply® #75 Base Sheet" orR "GAFGLAS®M#80 Ult ma"" Base Sheet abase sheets int any of the followop Smooth 1.5" may be uilized as an alernate to Type ing Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" qr• fensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCKO•Fl.opBoard"•(Type• FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustiblt de tClassification. When this ig done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof dEtlts. Plowever,•the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard"•or' SDeck®'DU'MGuard•^ • • • • Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of tlearoofisystem, it must be phceg below the overlayment board. 1/4-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUFFQGit® GlassrytatRoof Board' (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL• ClmIIed insOlatipg'bxcept polystyrene. • • Multiple plies of Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® UltrafTewible Ply 6" maybe adh2tedtd • • • Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DucaGuar lT" Roofboard" in hot roa4'tng asphalt. • • • • "GAFGLAS® FlexPlyTM 6 5L" and "GAFGLAS® FlexPlyTM 6" may be used interchangeably in any roof coverin• s • 4S.yt�pi listen b• elow. • • 'ErlergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM* in any applicable Classification. • • • •• • "GAFGLAS® Stratavent® Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. "EnergyGuarclTM Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding "LRF Adhesive 0") in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardT" Tapered" is an acceptable alternate to "EnergyGuardTM in any applicable Classification. "EnergyGuardT" Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. "EnergyGuardT" NH Tapered" is an acceptable alternate to "EnergyGuardT" NH" in any applicable Classification. "EnergyGuardTM NH Ultra Tapered" is an acceptable alternate to "EnergyGuardT" NH Ultra" in any applicable Classification. "EnergyGuardT" Barrier Tapered" is an acceptable alternate to "EnergyGuardTM Barrier". "EnergyGuardT" NH Barrier Tapered" is an acceptable alternate to "EnergyGuardTM NH Barrier". Minimum 1-in. thick "EnergyGuardTM Barrier" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. Minimum 1-in. thick "EnergyGuardT" NH Barrier" is an acceptable alternate to "EnergyGuardTm NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima' Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. • As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base. Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri-Ply® Ultra -Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 UltimaTM Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatt%s• :• FireStligtl• Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. M� • . • • Class A, B and C •• • Hot roofing asphalt, for use with glass felts or modified bitumen membranes. • ••• "RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes in'anya�plicable • • • • • • • Classification. 1. Deck: C-15/32 Incline: 3 Class A • • • • • • • •• •• ••. • • • • • •• •• •• • • • • • • • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum• • • • • "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in.hi k UnitedtStates Gt surn Co.d'•or • "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). 1Psu1n Co Vapor Barrier (Optional): — One or more plies "GAF® SA Vapor Retarder" self -adhered Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). 1 Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. /Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with // OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United CoatingsTM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus Coating" or "United CoatingsT" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 6. Deck: C-15/32 Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate en posite or perlite/urethane composite or phenolic, 1-in. minimum (offset a minimum of 6-in. from plywood deck jojnts). •... Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Pl' f'te)•6" or "Tri-Plyp Ultra-Flegitle Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base She ' or Tyg "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", mechanically fastrtrfedCor fully ad�ieredwith,ho roo roofing asphalt. •Membrane: — One or more plies "RUBEROID® Torch Smooth" or 'Tri-Ply® APP Smooth" or "RUBERSIOt Torclr6raretije" or • • "RUBEROID® Torch 180" or "Tri-Ply® APP Granule", torch applied or "RUBEROID® Mop Smooth" :'R1J8 ROIDt Map Smooth 4!9"•or "RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or 'Tri-Ply® S grurle" fuyxadhered witty Leh. roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Ca,p Sheet" or "Tri-Ply® BUR Granule Cap Sheet*or "GAFGLAS® EnergyCapT Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • • • 7. Deck: C-15/32 . • • • Incline: 2 • • • • • • • • •• • •• • • Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia -pacific Gypsum LLC "DensDecWoofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Mineral Surfaced Nailable Cap Sheet" Venting ra Tri Ply®se 'BUR Granule e Chap Sheet", mechanically fasteng ned o rfully adheredse Sheet" or withhot roofing 9 Ply Sheet•(Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply Flex 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "RUBEROID® Torch Smooth" or 'Tri-Ply® APP Smooth" or "RUBEROID® Torch Granule" or RUBEROID® Torch 180" or "Tri-Ply® APP Granule", torch applied or "RUBEROID® Mop Smooth" or "RUBEROID®'Mop Smooth 1.5" or RUBEROID® Mop Plus Smooth" or "RUBEROID® Mop Granule" or "Intec Flex PRF" or 'Tri-Ply® SBS Granule" fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 8. Deck: NC r Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardT" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri-Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United CoatingsT" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal./100-ft.2. 9. Deck: C-15/32 Incline: 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) oral Roofing; LLC 7575 Irvine Center Drive, Suite'100 Irvine; CA 92618 - - 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.¢ov/economy 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 Countyprodlict ContiCattion (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve th'e.sitht to have this. product or material tested for quality assurance purposes. If this product or material fails to perfvr>!n in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately teNktke, modif', or • suspend the use of such product or material within their jurisdiction. RER reserves the right Id ¶ ' ke th 'accl ptance' if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet re requirements of the applicable building code. •• ••• ••• •• • This product is approved as described herein, and has been designed to comply with the FloridaBuilding Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • . • • .• DESCRIPTION: Barcelona 900 Concrete Roof Tile . . •• • . • • .• . • .• • • .. .. . . 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.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No : `l6=0711:0 Expiration . Date:. 04/26/22 Approval Date: 10/27/16 -Page 1 of 7-. rROOFINGAASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE — — —This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. `PRODUCT DESCRIPTION Manufactured by Applicant Barcelona 900 Trim Pieces—� Dimensions Length = 17" Width = 13" '/2" thick Length: varies Width: varies varying thickness 2.1-MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2SUBMITTED EVIDENCE: Test Aaencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI-DADE COUNTY APPROVED Test Specifications TAS 112 Type — l a TAS-112 Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 Product •••• Ddcrijftion '••- • •• • • High profile, interlori, one-pitge,''S: shaped,. •:. high-pressure extrudedvoncrete roof•tile • equipped with three pa?lIttles. lfijclitgct deck or battened nail -on, metrignicalbrfastened, mortar set or adhesi : o t applica i' n • Accessory trim, boo:ted•Bircelona, concrete roof pieces for use at hips rakes singes and • valley terminations manuf2cture4 for etch tile profile. Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 • I • • •• 164711.01 Expiration Date:" 04/26/22 Approval Date: 10/27/10 �Page`2-of 7, • • Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC-1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 520111-3 520191-2-1 Calculations Evaluation Calculations RT0617.03-16 LIMI IT oNs 3.1 Fire classification is not part of this acceptance. Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Clips) Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Momei is 11ni to Gravity • • • TAS 112 . .... . . .... . . •• •• Feb. 1995 June 1996 July 1996 June 1996 June 1996 Dec. 1998 March 1999 • 09/01/16 •. '091151 /16 • • •• . . • • 46/29/16 . •. • • • .. ... . .• • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance yvith 7;AS 1 Q6 may required, refer to applicable building code. • . • . • • . . . • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory io perform giuou►telfly test 4n • accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Department of Regulatory and Economic Development — 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. MIAMIFDADE COUNTY APPROVED • NOA No.: 16-0711.01 Exp ration Date: 04/26/22_ Approval Date: 10/27/16 Page 3 of7J 4. INSTALLATION ►-- 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg 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 (Ibf) Length -I (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 C-Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) • 4 • • cDifeat'Deck•Applioatr • • • Barcelona 900 0.286 r-" '='•0.301--4. • • : • Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) - %•• • • •• ••• •.... Tile Profile 2":12" t3":12"--' 4":12". 5":12" 6"412r • • •• •• . •••• • • •.":1,2" or• •• •• greater ••• Barcelona 900 Battens Direct Deck Battensr '•Deck Direct Battens Direct Deck Battens Direct Deck Battens • Direct Dgck Battens • Dire, . Deck 6.19 7.07 6.19 L7.00` 6.19 6.90 6.06 6.76 5.92 ' .6.60 5.76. 6.47' .. • .• • • • •. • .' . ••. • .•• Table 4: 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 Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 • 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI-DADE COUNTY APPROVED CNOA No.: 16-071t01 Expiration Date: 04/26/22j Appro 'al-Date:.10/27/16 L Page 4 of 7 • 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 Barcelona 900 2-10d Ring Shank Nails' • 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/�' from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mt (ft-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum' Attachment ResistAQFe Barcelona 900 Adhesive' : •• •. 29.3e• •• "' 1 See manufactures component approval for installation requirements. .' • : 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. •• • • ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy e grams. • _ •• • • • • • • . • • Table 7:-Attachment Resistance,Expressed as-a.Mo_m_e_nt - M�Irft lbf) ... • ••: • • • • •.•: • • • for Single Paddy Adhesive Set Systems Tile Profile Tile Application :Minilum`ittachment.. . . Residfiria - • . •— .•- Barcelona 900 ICP Adhesives Polyset AH-160 • • • 66.ts•• ' r--- - ICP: A1Fiesives Polyset AH-160 E --- 38.74 -, 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160. 4' Medium paddy placement of 24 grams'of ICP Adhesives and Sealants, Inc.'s ICRAdhesives Polyset AH-160. 7 Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set5 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMI-DADE COUNTY APPROVED NOA No.: 16-07 11 01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 • • .. • • - • . -- .- • �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". claBEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED-UNDERNEATHTILE .... • •... • 6. CBUILDING PERMIT REQUIREMENTS • ..• . • • 6.1 Application for building permit shall be accompanied by copies of the following:* • • • 6.1.1 This Notice of Acceptance. . • • • • • • • • . •• j. 6.1.2 Any other documents required by the Building Official or applicable bu irIngciode m oicrer to • properly evaluate the installation of this system. • . .. •.. . • . MIAMI DADE COUNTY APPROVED . • . . • . .. . •. • . . • . . .• • . • • NOV Now: 16=0711:01 Expiration Date:_04/26/22 Appioval Date::10/27/16 Page 6'of 7 PROFILE DRAWING NAIL HOLES 17" UNDERLOCK OVERLOCK � - 3 5/8 " • • • • ••'.••a • . • • • • • •• . • ..• •. • • • • • • • • •• •• • 13" •• • • .... ••• •• BARCEIX NA 960 CONCRETE`ROOF TILE .END_OF;THIS=ACCEPTANCE MIAMI-DADE COUNTY APPROVED . • •• •• • • • • •. I. • • • • • • • • • • • • • S. . • •• . • . • •• • •NOA No 16-0711A1 Expiration Date:-04/2'6/22 Approval Date: - 10%27/16 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. 142505 NW 44th Street Coral Spr'ifigs, FL. 33065 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.mia midade.Eov/economy 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 hey tlliS product • • • or material tested for quality assurance purposes. If this product or material fails to perform'ip.the:accepted manner, the .' manufacturer will incur the expense of such testing and the AHJ may immediately revoke,.mo 1. y, or suepeni the 14906 • • of such product or material within their jurisdiction. RER reserves the right to revoke 4.ia acceptance, if it; is• . • determined by Miami -Dade County Product Control Section that this product or material fajl5'tb'gieet the regturemeflts . of the applicable building code. "" ' This product is approved as described herein, and has been designed to comply with the.Bl'orida Building Code.... including the High Velocity Hurricane Zone of the Florida' Building Code. • • • • •• , C" DESCRIPTION: ICP Adhesives Polyset® AH-160 • • . . . .. . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED OA No.: 17-0322.03 Expiration Date:- 05/10/22 '` Approval Date: 04/27/11'' - Page 1 of 11 • 'ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane 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 Dimensions Test Specifications ICP •Adhesives L N/A ` — TAS Polyset®AH-160 -A ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Product Description.... . . . •••S Two component porrir.e.tilane foACn. . Dispensing Equipmegr • • • • .... .. . • . • •• .. Dispensing Equipmept' .. • ' • •• . • . . PRODUCTS MANUFACTURED BY:OTHERS: • .. . • . .• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. C r— MANUFACTURING LOCATION: 1. Tomball, TX. +.PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% 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'2of11 —� EVIDENCE SUBMITTED: Test Agency 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 rU.1.494 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 ."". 44/18712 P39740.02.12 TAS 101 "" 02/2V12 TAS 123 • 528454-2-1 TAS 101 •• • •• 10/2308 528454-9-1 • 528454-10-1 520109-1 TAS 101 12/28798 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 . • • • • • . <LIMI A ITT ONS:- 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 61 G20-3 of the Florida Administrative Code. MIAMIDADE COUNTY APPROVED 17-03-2-Th Expiration Date: _05/10/22 'Approval Date: 04/27/17 �Page_3'of 11~--k 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 RTF 1000 dispensing equipment is !equil ed before•application. • • : • of any adhesive. The mix ratio between the "A" component and the "B" component shall bemaintin .d etween • 1.0-1.15 (A): 1.0 (B). • • • • • 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam DispenserRI 1000 grdC1: . • 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 minutias•affar ICP Adhesives • • Polyset® AH-160 has been dispensed. • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in acctujii►nCe with /he • • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. •.. •.' MIANI DADE COUNTY APPROVED • t1�lOA No.: 17=0322.03- Expiration Date:.05/10/22 Approval Date: 04/27/17 `Page 4 of 11 j tkl Table'1:-Adhesive Placement For. Each Generic Tile Profile--4 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 sFlat,`Low-High7P16file s C#3-___- -Two-Paddys: 8-9.1q. inches at head of tile 9:11sq. inches at c — overlapr_J 12 grams per paddy • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal: edge) 20-25 sq. inches each ......•..••• bead .• .17 grarht Mr bead" •' .••. • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches •:::;34 grains under pan •• "LABELING: • • .• .. ... • • . .. • . • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable.arl ing of • • . • ln manufacturer's name or logo and following statement: "Miami -Dade County Product Control AtprSved" arahe Miami • • Dade County Product Control Seal as shown below. . •. �. MAMICADE COUNTY • • • •• • • • • • • •• APFfi4VEJ BUILDINGPERMIT 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 Dater 05/10/22 Approval Date:.04/27/17 'Page 5 of 11, MIAMI.DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 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 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 / Doublet ��le • • • • • • • • • • • • 1. Starting at the eave couree,`A'pply a Qdairf{lm 2" • (50.8 mm) x 10" (254 mflf) 1" (251.'4 nirfr) foam • • paddy onto the underlaalent positioned• a9 shown under the pan portion of llg the closest to the • • overlock of the tile being set.: . • • • • • 2. "Continue in same mannerrrnsure apple iimately z't• (109.7 cm2) — 23 (148.4 cm2) square hithhadhesive contact with the underside of the 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 ExpirationDate::05/10/22 1-Appr'ovat Date:,04/27/17 --Page Page 6 of 11 MIAMI-DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL ## 2 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 approx.j ely 10" (64.5 cm2) - 12 (77.4 cm2)square inch ddhesi'e contact with the underside ofthetile. . . • Medium Profile / Double Pau 7ite . .... . . . .. •• . . • • • .. . • . • • • . . . . 1. Starting at the eave course• apply a mini x m 2" (50. • • mm) x 10" (254 mm) x 1".(25.4 5.4 mm) foam paddy • • onto the underlayment pos tionea as shown under tin..:• pan portion of the tile closest topthe overlocl•C of the • • tile being set. Insure approxiinately 17£fn! ,cm2) • 23 (148.4 cm2) square inch adhesive corttdcf 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 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 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) �. NOANo.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11/ 4* • MIAMWADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) 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 7" (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.•Insule appry ipii tely 17" (109.7 cm2) -19 (122.6 cn12.) tare inch adhesive • • contact with the underside.ofitihe.tile. ' ..' .: .... .. . • • . . •..•• . • .. . •.. • . . . •.• .. .. . • . . • . • . . .. • .. . . • . . . • .• . . NOAINo:: 17-0322 03 tExpiration Date: _05/10/22.j tApproval Date: 04/27/17 `-- —Page 8of11 • ADHESIVE -PLACEMENT . DETAIL # 3 Fiat/Low Profile Tile Medium Profile Tile MIAMI DADE COUNTY APPROVED 1. On the eave course only, 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 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 til878f under the pan portion of the tile, Olosest to the Mel -lock for • •. • • the second course tile tq pgip5talledr Inslile • approximately 8-9 in2 (51 &5$.1 cm2) of adhesive contact with the undersidacf the tiles. • • • • • • •.•• •• •• • ... (Instructions continued on Aext'fage) • • • • • • • • • • • • • S. • • • • • .• • • • • . • LNOA No:: 17-0322:03 Expiration Date:- 05/10/22 Approval Date: 04/27/17 1, --r— Page 9 of 117 ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED) High Profile Tile MIAMI.DADE COUNTY APPROVED 3. Also apply a 2" (50.8mm) x4"(10L6mm) x3" (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.: 1-7-0322.03 Expiration Date:- 05/10/22 Approval Date: 04/27/17 Page 10 o- — c p 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. Underlayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the cave 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 'the t>derside of the tile. Apply a mkmium 1" (2S.�1'iiim) x 1V": • (254 mm) bead of adhesive �directlry'ox tie inner ' • edge of each side of t 43 r tile. Leave • approximately 3/4" (19 ) to 1';425.4 mm) • • from the outside edge a€She tile, inward,' free u1 • • • •• foam to allow for exp s+i . • • • • •• 4. Turn cover tile over :ter:fc>ra' m is applied and •. place onto pan tile cou•rse. Insure i •caw .xium of "" 20 (129 cm2) - 25 (1 btl,cr>�2) square inch ' contact area on each side of the cds4er•tilb 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. SEND -OF -THIS ACCEPTANCE • 'NOA No.: 17-0322:03 ExpiraontiDatic .05/10/22� Approval Date: 04/27/17 -- -Page 11 of 11 • 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). • • • • •• • • 4. 2%J. � % Ceiling: Ex Exposed, open beam ceilings are where the uttle ExposedP P 9 rc of thetGof Qecking' • can be viewed from below. The owner may wish to maintain the architectural Appednce; therefore,'• roofing nail penetration of the underside of the decking may not be acceptable.Yh?: srovidee tlwe option oT • maintaining the appearance. • • • • •• •• •. • • •• •• 6.N Overflow scuppers (wall outlets): It is required that rainwater flews offso that• th.ermf is � r"ryay block this not overloaded from a buildup of water. Perimeter/edge wall or other roof ext sio hs discharge if overflow scuppers (wall outlets) are not provided. It may be necess'a?y to'instalI fli cftaw scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. i4%'t- ' 74--- Owner/Agent's Signature Date ?"), ) / 0 1 /— Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Signature Date Permit Number .• • • • • •