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RF-18-2275
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 LOA ijlS Issue Date:10/29/2018 Location Address Parcel Number 898 NE 91 TER, Miami Shores, FL 33138 1132060050310 Contacts Permit No.: RF-8-1 &2275 Permit Type: ROOF Work Ciassifica#on: Tile/Flat Permit Status: Approved' Expiration: 02/25/2019 SANDRA PALLO Owner SANDRA PALLO Applicant 898 NE 91 TERR, MIAMI, FL 331383218 898 NE 91 TERR, MIAMI, FL 331383218 ACEBO ROOFING CORP Contractor PEDRO ACEBO 4305 a 10 lane, hialeah, FL 33013 Business: 3056852534 aceboroofingcorp@yahoo.com Description: TILE AND FLAT RE -ROOF Valuation: $ 18,900.00 Inspection Requests: 305-762-4949 Total Scl Feet: 2,300.00 Fees Amount CCF $11.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.80 Permit Fee - New Roof $300.00 Scanning Fee $9.M Technology Fee $15.20 Total: $346.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $346.90 Credit Card 10/29/2018 $296.90 Credit Card 08/24/2018 $50.00 Amount Due: $0.00 �iryl' _'%° •;firy. 1 r-•:� `3"� y r .iYiill j 0 IB Wlii E-0 C Jr- [WOU I 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. OWNE F AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re s uction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date October 29, 2018 Page 2 of 2 \�% ��. Miami Shores Village Building Department ( \� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 • INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ZROOFING AUG 24 2018 I Master Permit No.1�� Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL 7PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 898 NE 91 TERRACE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-005-0310 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): SANDRA L. PALLO Phone#: 3057577420 Address: 898 NE 91 TERRACE City: MIAMI SHORES State: FL. Zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: ACEBO ROOFING CORP Phone#: 3056852534 Address: 4305 E 10 LANE City: HIALEAH State: FL. Zip: 33013 Qualifier Name: PEDRO L. ACEBO Phone#: 3056852534 State Certification or Registration #: CCC058112 DESIGNER: Architect/Engineer: Certificate of Competency #: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ %Q a dU • Square/Linear Footage of Work: Z3C0J' Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition ct Description of Work: -iS le- d+'ats '-V-ty"'r Peronrc- Specify color of color thru tile: V iI OLb Submittal Fee $ Permit Fee $� ' �A CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 7�;? - G_7 DBPR $ '7 - SD Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ '500 ` do nn TOTAL FEE NOW DUE $ 2-9 (0 V (Revised02/24/2014) 15 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Z—.+-yL4.a— OWNER or AGENT The foregoing instrument was acknowledged before me this �> day of20 by 4'14*0-4-') who is ersonally know o me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign! Signatur CONTRACTOR The foregoing instrument was acknowledged befoorre� me this Z '7> day of f*kj rr.JA 20 t7`6 by � who is ersonally know to as me or who has produced Print: \A ��e�% PAOLA BASSI Seal: r* *c = Notary Public - State of Florida ' Commission # FF 966918 %OFF��`` My Comm. Expires Mar 13, 2020 *************************** APPROVED BY identification and who did take an oath. NOTARY PUBLIC: as Sig Print: aYPba�' PAOLA BASSI da Z Commission # FF 966918 Seal: OF F��My Comm. Expires Mar 13, 2020 ********************************************************* Gp/ Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH. 898 NE 91 TERRACE Suite q I Back to Search Results PROPERTY INFORMATION Folio: 11-3206-005-0310 Sub -Division: GOLDEN GATE PARK ADDN Property Address 898 NE 91 TER Miami Shores, FL 33138-3218 Owner SANDRA L PALLO Mailing Address 898 NE 91 TER MIAMI, FL 33138 PA Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 3/3/0 Floors 1 Living Units 2 Actual Area 2,233 Sq.Ft Living Area 1,993 Sq.Ft Adjusted Area 2.113 Sq.Ft Lot Size 10,500 Sq.Ft Year Built 1939 Featured Online Tools I of 1/17/2018, 10:11 AM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Comparable Sales Glossary ' PA Additional Online Tools Property Record Cards Property Taxes Report Discrepancies Tax Comparison Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Non -Ad Valorem Assessments Property Search Help Report Homestead Fraud TRIM Notice Year 2017 2016 2015 Land Value $283,331 $231,322 $157,579 Building Value $147,065 $147,065 $147,065 Extra Feature Value $757 $758 $586 Market Value $431,153 $379,145 $305,230 Assessed Value $222 784 $210,281 $184,334 TAXABLE VALUE INFORMATION 2017 2016 2015 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,784 $160,281 $134,334 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $201,588 $185,281 $164,573 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,784 $160,2B1 $134,334 ........................... REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $172,784 $160,281 $134,334 BENEFITS INFORMATION Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $204,565 $168,864 $115,657 Non -Homestead Cap Assessment Reduction $3,804 $5,239 Homestead Exemption $25.000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION GOLDEN GATE PARK ADDN PB 6-130 LOT 1 E25FT OF LOT 2 BLK 3 LOT SIZE 75.000 X 140 OR 13100-3525 1186 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 08/14/2015 $100 29754-1365 Corrective, tax or QCD, min consideration SANDRA L PALLO 2 of 4 1/17/2018, 10:11 AM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ 08/12/2015 $100 29754-1369 Corrective, tax or QCD, min consideration SANDRA L PALLO 11/01/1986 $82,500 13100-3525 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-15.5, R-16.5 0900 - SGL FAMILY-1901-2100 SQ Front Ft. 75.00 $283,331 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1939 1,655 1.415 1,535 $106,836 2 1 1939 578 578 578 $40,229 Q Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Wall - CBS unreinforced 2000 34 $117 Patio - Brick, Tile, Flagstone 1939 97 $640 ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS ........... .... .. Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN Zoning Code: R16.5 - DEVELOPMENT BOUNDARY Existing Land Use: 20-TWO-FAMILY (DUPLEXES). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector 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:/hvww.miamidad e.gov/info/disdaimer.asp For inquiries and suggestions email us at http:/twww.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 5 BENEFITS REAL ESTATE TANGIBLE PERSONAL PROPERTY 3 of 4 1/17/2018, 10:11 AM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Deployed Military Disability Exemptions Homestead Institutional Senior Citizens PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More > More > ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More > TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > More > Home Privacy Statement Disclaimer About Us ADA Notice Contact Us © 2014 Miami -Dade County. All rights reserved. 4 of 4 1/17/2018, 10:11 AM Florida Building Code 6th Edition (2017) UG 24 201 Uniform Permit Application Form a Section A (General Information) r CON Process No. _ Con Job ROOF CATEGORY ?a/Low Slope ❑ Mechanically Fastened Tile f1__"Morta Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance Q( Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)_?-( Steep Sloped Roof AREA (SSF)2jfqk7Z Total (SF)2,Lj1 4Z Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. a o w w LL Ld Q L 3 < W Cn F F U L � J i � O z� Li — Q C7 LijD W z M Q LN m co 1 • • • • rr-•err • �,,: • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T T Florida Building Code 611h Edition (2017) Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Product Approval No.: 14-1030.01 Design Wind Pressures, From RAS 128 or Calculations: P 1: 42.8 P2; 71.7 P3: 108.0 Max. Design Pressure, from the specific product approval system: 52.5 Deck: Type: WOOD Gauge/Thickness: 3/4" Slope: 0:12 Anchor/Base Sheet & No. of Ply(s): 1 PLY #75 GAF BASE SHEET Top Ply Fastener/Bonding Material: F{QT 4 PHALT Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: w s " oc ® Lap, # Rows 2 _ @ s " oc Perimeter: _,6,_" oc ® Lap, # Rows 4 ® 6 " oc Corner: 4 " oc ® Lap, # Rows 6 @ 4 " oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Comer N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Strippping, 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. Anchor/Base Sheet Fastener/Bonding Material: ' 1-1/4" R/S W/ TINCAP Insulation Base Layer: N/A Base insulation Size and Thickness: N/A Parapet 9" STRIP i Hei h� t Base Insulation Fastener/Bonding Material: 3X3 26 GAUGE t N/A GALVANIZED DRIP i Top Insulation Layer: N/A i =_.._FT.. ______10 _..._ i Top Insulation Size and Thickness: N/A i WOOD ! Mean Roof Top Insulation Fastener/Bonding Material: Height N/A I #75 GAF BASE ( A Base Sheet(s) & No, of Ply(s): N/A RUBEROID 20 � f Base Sheet Fastener/Bonding Material: N/A • • • • • • MINERAL SURFACE• • • • •4A:S1fES Ply Sheel(s) & No. of Ply(s): 1 PLY RUBEROID 20 • • •: : : • • • Ply Sheet Fastener/Bonding Material: I HOT ASPHALT • • • • • • • • • • I Top Ply:, GAF MINERAL SURFACE CAP SHEET • • • .. .. ... . . . . . .. ... . • • • • • ... .... . . . ... . . . . . . . .. . . . .. . . ... . • • . . .. . i T Florida Building Code 6th Edition (2017) Uniform Permit Application Form Section D (Steep Sloped Roof System) BORAL Root System Manutaciurer:._._..___--____ Notice of Acceptance Number: _. 16-071 1.04�.._....__-_. _......_-- Minimum Design Wind Pressures, It Applicable (From RAS 127 or Calculations): P1: _ a.4 70 m.,.r P1: 13.84 1.f 1:-Z9j10 Mf=26.1 Deck Type: WOOD Type Underlayment: #30 ASTM type 2 Roof Slope: —3-- 2 Insulation: N/A " Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing. 1-1/4 R'S GALV NAILS 9" O C LAPS 2 ROWS 12" O.0 FIELD N/A Adhesive Type: HOT ASPHALT Type Cap Sheet: #90 / TILE UNDERLAYMENT Mean Roof Height: 10 Roof Covering: VILLA 900 Type & Size Drip Edge: .. ... . . . . . .. . ......... . .. ... .. . . . .. . ... . ... . . .. . ... . .... . . . . . . . . . . .. .. ... .... ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3"X3" 26 GAUGE GALVINIZED Florida Building Code 6th Edition (2017) Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' (P1: 39.1 x }, -:315 = .12.32?-M9:.7.62_.. = M,, .4.70. Product Approval M, „_ 26.1_ (P2:, sa.1 xi. .31 s- = z -46) - Mg: __ -62- = M, 13.94 Product Approval M, (P3: 1(o017 xa �15 = 31.72) - Mg: _7.62_ = M,a 24.1.Q Product Approval M, _ 26.1_--__ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Bdow Product Approval M, M, required Moment Resistance' Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:-- x L = _ - x w: _ _____) - W: __,_ x cos 0 _ = F,,-.._,_. Product Approval F (P2:_.--- x L ,. = - x w: = _ _) - W: __--- x cos O ,-F- = F F --__ Product Approval F (P3:- x L _- _ _-_ x w: = _-_) - W: v_-, x cos O __,___ = F,, T Product Approval F' ._,.-______,__,,,,, Where to Obtain Information Descriptlon --`Symbol �^ �Where to find Design Pressure 4 P1 or P2 or P3 _ RAS 127 Table 1 or by an engineering analysis pre- 1pared by PE based on ASCE 7 Mean Roof Height Roof Slope H O Job Site Job Site Aerodynamic Multiplier }, ~ Product Approval Restoring Moment due to Gravity i MQ M, Product Approval Attachment Resistance Product Approval Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight - Mp �^ F . • .. • F, • • •; • • ; f -� tN �.. --.. -,. Calculated Prdu-du t t APpr Q VIa Coal;uIJ4 • • Flrodust F:pPio�al Tile Dimensions L =length W width I Product Approval Atl cafcuiations must be submitted to the building official atihe brae of permit application• • • • • • . • • • • . . . •. • . • • • . • ... . • • • • • • • • • • • • • ••• • • . . . • . • . . . • • • • • • . • • • . ... . • . •.• . . Miami hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 �� 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: Property Address: Roofing Permit Number: _ Dear Building Official: I L - PO ( IC�1 certify that I am not required to retrofit the roof to wall connections of my building because: VThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. ❑ 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 L - (9c? I ;;1 0 State of Florida County of Dade ....... . .. .. The undersigned, being the first duly sworn, deposes Aril says tt0thes/sAe:sihe owner for the above property mentioned. • • • • • . • Sworn to and subscribed before me this Z � •� �.%vnf-M _ �• - Zb-t-Yn ••bti�a` ° °�. •.. PAQLA USSI Notary Pali $tat of Florida Notary Public, Sate of Florida at Lar _ • 3' ' • : fonTmiSS1qp 4 Ft966918 ' '�• 0FF�O�� omm. i , 2020 When the just valuation of the structure for purpose of ad valorem taxatio is ' qu to more Ran 00, 00. 0, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Co; racta for th *Roy f ti Wal* onniction irricane Mitigation. Revised on 5121 /2009 • • • • • • • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can sewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. _Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not rloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 d R4413. `Owner/Agent's Signature Date Contra S' e Da e Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Number •• •s• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AM Ml®1=.r` � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Boral Villa 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. 12-0308.20 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 1 of 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Boral Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Boral Roofing Villa 900 Length = 17" TAS 112 Width = 13" Type lb Y? thick Class III Trim Pieces 1 = varies TAS 112 w = varies varying thickness 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description ICP Adhesives Polyset AH-160 ICP Adhesives Polyset RTA-1 TILE BONDTm Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail holes and double rolls. For direct deck, batten, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at ridges, hips and rakes. Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. 2.2 MANUFACTURING LOCATION 2.2.1. Lake Wales, FL Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 2 of 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.3 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. 25-7183-2 TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity 09/01/16 American Test Lab of South RT0617.02-16 TAS 112 06/29/16 Florida NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 3 of 7 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office 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. 4. INSTALLATION 4.1 Villa 900 Concrete 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 (Ibf) Length -I (ft) Width-w (ft) Villa 900 Concrete Tile 10.90 1.42 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile k (ft3) Batten Application A (ft3) Direct Deck Application Villa 900 Concrete Tile 0.291 0.315 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or reater Villa 900 Concrete Tile Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.56 7.50 6.42 7.34 6.26 1 7.15 6.08 6.95 NOA No.: 16-0711.04 MIAMI•DAD, COUNTY Expiration Date: 09/21/21 ®� Approval Date: 09/01/16 Page 4 of 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/321, plywood) (min. 19/32" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 1 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile Adhesive' 26.12-1 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TdeBond one -component foam, minimum weight per paddy 11.4 grams. 3 ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile ICP Adhesives PolysetO AH-160 two -component foam 86.614 ICP Adhesives PolysetO AH-160 two -component foam 45.5' 4 Large paddy placementofminimum 54 grams. 5 Medium paddy placementofminimum 24 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Set' 20.60 Tile-Tite RoofTile Mortar. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 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". LABEL FOR BORAL VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 6 of 7 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • M—N —'-- PROFILE DRAWING 13" VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE 21 /8" 1 NOA No.: 16-0711.04 Expiration Date: 09/21/21 Approval Date: 09/01/16 Page 7 of 7 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code 61h Edition (2017) Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer:--, r GAF Product Approval No.: �- 1,3-1022.1.5 Design Wind Pressures, From RAS 128 or Calculations: P1:_ 42.8_ P2:---71-Z_.___ P3: Max. Design Pressure, from the specific product approval system:._ 525— Deck: Type: WOOD Gauge/Thickness: 3L4 ° Anchor/Base Sheet & No. Of Ply(S): 1_PLY_#75..GAF_BASE_SHEET Anchor/Base Sheet Fastener/Bonding Material: 1-114" R/S W/TINCAP Insulation Base Layer: Base insulation Size and Thickness: Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: i K Base Sheet(s) & No. of Ply(s):._ Base Sheet Fastener/bonding Material: N/A Ply Sheet(s) & No. of Ply(s): .__1. PLY RUBEROID 20 Ply Sheet Fastener/Bonding Material: HOT ASPHALT Top Ply: .,.GAF MINERALSURFACE CAP.,SHEET _.._.. Top Ply Fastener/Bonding Material: _ HOT ASPHALT —.-- Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: _ 9 _ " oc ® Lap, # Rows ._ 2__ ® 9 " oc Perimeter: 6 ,, " oc ® Lap, # Rows _.4- ® 6" oc Corner: 4_- " oc ® Lap, # Rows 6_ ®._ 4 oc Number of Fasteners Per Insulation Board: Field _N18 Perimeter -N/A.- Comer _N/A_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counted lashing, 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. 9" STRIP 3X3 26 GAUGE GALVANIZED DRIP WOOD #75 GAF BASE RUBEROID 20 ,"NF-?TLi jRF.A tE: i ••• • • CAP 9HEE•1• • • • • • • •• • • • • ••• •• ••• •• • • • •• FT. 0 Parapet Height t FT, 10 Mean Roof Height • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 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 previded-toeth- user by t+he Manufacturer or its distributors and shall be available for inspection at the job site at the requdst,dPthg jut&gpfficial. This NOA renews and revises NOA No. 13-0424.09 an$ consists 4 pagesfir6b;h 16. The submitted documentation was reviewed by Jorge L. Acebo. 000 •.. .. 000 . . . . . . . . .. .. . . . . . . . NOA No.: 13-1022.15 Expiration Date: 11/04/18 MIAMhDAD; COUNTY ' ';' Approval Date: 11/06/14 • Page 1 of 16 ...... . .... . . . . . ... . . ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS® #80 UltimaTM 39.37" (1 meter) ASTM D4601 Type I1 asphalt impregnated and coated, fiberglass Base Sheet Wide base sheet. GAFGLAS® F1eXPlyTm 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS® Mineral 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS® EnergyCapT. 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote— GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with EliminatorT Perforated Wide asphalt. Surfaced on the bottom side with mineral Venting Base Sheet granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and EliminatorT Nailable Wide coated on both sides with asphalt. Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer- WeIC Smooth Wide modified asphalt and smooth surfaced. Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer- WeldTM 25 Wide • • • • modified asphalt and smooth surfaced. Ruberoid® 20 39.37" (1 meter) .• ASTM %6161: . . . : . .00 $AS McCEDr.0 Aphalt base sheet reinforce with a Wide ••• ••: gQsOF*& 4mit...' Ruberoid® Mop Smooth 39.37" (1 meter) ASTM D6164 Non -woven polyester mat coated with polymer - wide 0: 0 . . . . . . ;nodiiied asphalt wTcL smooth surfaced. ... . . . . . . . . . . . . . . .. . . . 000 . • NOA No.: 13-1022.15 MIAMI•DADE COUNTY � � . . Expiration Date: 11/04/18 � � � � • • • � � • Approval Date: 11/06/14 . . . . . . . . . . Page 2 of 16 . .. .. . . . .. .. ... . . . ... . . TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOutT. Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating. Coating VersaShield®Fire 350 sq. ft. roll Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons SB APPROVED INSULATIONS: Product Name EnergyGuarC Polyiso Insulation EnergyGuarC RA Polyiso Insulation EnergyGuardTM RN Polyiso Insulation EnergyGuardTM Perlite Roof Insulation EnergyGuarC Perlite Recover Board EnergyGuardTM RA Composite Polyiso Insulation SecurocO Gypsum -Fiber Roof Board StructodeO High Density Fiber Board DensDecko Roof Board ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment. ASTM D6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Gypsum board .. ... . . . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . . ... . . . . . . . . . . . . . . . .. .. ... .... Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 ;�•„ ;�•�� Page of 16 ... . . . ... . . APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM #12 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 2. Drill-TecTM # 14 Fastener Insulation fastener for steel, various GAF wood & concrete decks. 3. Drill-TecTM XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecTM ASAP 3S Drill-TecTM #12 Fastener with Various GAF Drill-TecTM 3" Standard Steel Plate 5. Drill-TecTM 3" Steel Plate Round galvalume stress plate 3" round GAF used with Drill-TecTM fasteners. 6. Drill-TecTM 3" Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-TecTM fasteners. 7. Drill-TecTM AccuTraco Flat AZ -SS aluminized steel plate 3" square GAF Plate for use with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM #15 Fastener. 8. Drill-TecTM AccuTrac Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-TecTM fasteners. .. ... . . . . . .. . .. .. ... . . .. . . ... . . . . .. . ... . . . . . . . . .. . ... . . . ... . . . . . . . . 000 . . . . see . . NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 ;�•„ ; ; ;�•�� Page 4 of 16 ... . . . ... . . EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Test Identifier Description Date J.I. 2138A4.AM 4470 07/02/97 J.I. 3139QLAM 4470 01/08/98 J.I. ODOA8.AM 4470 07/09/99 J.I. OD 1 A8.AM 4470 07/29/94 J.I. OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 R1306 UL 790 07/22/13 GAF-012-02-02 ASTM D4977 11/06/01 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-270-02-02 ASTM D226 11/15/10 GAF-276-02-0 I Rev 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-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4 ASTM D6401 04/25/11 G34140.04.11-5 ASTM D4897 04/25/11 G34140.04.11-5-R1 ASTM D4897 10/18/13 G40630.01.14-2A-1 ASTM D6164 01/07/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 13-1022.15 Expiration Date: 11/04/18 • • • • •. • Approval Date: 11/06/14 ;•••: �•••� Page 5of16 ..• . . . ... . . Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutT Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 UltimaTm Base Sheet, Stratavent® EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldT`" Smooth or Ruberoid® SBS Heat-Wele 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrac Flat Plate or Drill-TecTM AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved l'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) .. ... . . . . . . . Any of above Base sheets attadhed to deck apPrQv(, $n jular ring shank nails and 3" inverted Drill-TecTM insulationpiate� a� a fa:tw* r s�%ngpf 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 esf. See General Limitation #7) . . . ... . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrace Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: 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. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . ......... . . ... . of . . • . . ••• . .. • . . . . • . . . • . . . . .. . . • . • . • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 • : :: : : • : Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/4" DensDeckTM Roof Board or'h" 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 Roofing 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. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, 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 on a minimum fastener resistance value in conjunction with the maximum design value listed within 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 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 Roofing 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 Roofing 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 Roofing 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 *� ;J not bi a�pAcable.) 10. All products listed herein shall have a qualit%assei"e agdij it n;cor ance with the Florida Building Code and Rule 61G20-3 of the Florida AdministrativVCodd.' '' ' • • • • END OF XJIIS ACCEPTANCE .. . ... . .... . . .... . . .. .. .. ... .... NOA No.: 13-1022.15 .... ....... . Expiration Date: 11/04/18 ;•; Approval Date: 11/06/14 ;.'.; ;•••� Page 16 of 16 ... . . . ... . . Florida Building Code 61h Edition (2017) Uniform Permit Application Form Section C (Low Slope Application) Fill in specific root assembly components and identify manufacturer (if a component is not used, identify as "NA") System Manufacturer:__,_.,,-,.___, GAF Top Ply Fastener/Bonding Material: .-.,___HOT ASPHALT.__..__ _.-------- Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9__ " oc @ Lap, # Rows _ 2_ @ M 9 _ " oc Perimeter: _ 6 _" oc @ Lap, # Rows 4, ®.. 6. " oc Product Approval No.: 1371022.15 _._6 _.. Design Wind Pressures, From RAS 128 or Calculations: Corner: 4.. " oc @ Lap, # Rows @ __41_W" oc Number of Fasteners Per Insulation Board: P1:_____ 42_8P2: 717P3:._....1Q8.0...___...._ Field _N/A_ Perimeter N/A__ Corner _N/A_ Max. Design Pressure, from the specific product approval system: __52.5_ _________ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Deck: Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Type: WOOD _ _ „ Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Gauge/Thickness: 3/4" Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Stope: 0:12 _ _.,_. _..__..�_ Comply with RAS 111 and Chapter 16. Anchor/Base Sheet & No. Of Ply(S): 1_RLY.A7.5.GAF_BASE_SHEET Anchor/Base Sheet Fastener/Bonding Material: 1-1/4" R/S W/ TINCAP Insulation Base Layer: N/A__ Base insulation Size and Thickness: _,_ __N/A__. __.... 9" STRIP Base Insulation Fastener/Bonding Material: 3X3 26 GAUGE N/A GALVANIZED DRIP Top Insulation Layer: _ __N/A__ Top Insulation Size and Thickness: N/A_ _. , WOOD Top Insulation Fastener/Bonding Material: Base Sheet(s) 8 No. of Ply(s): _. _ �_N/A___._..___._ #75 GAF BASE RUBEROID 20 Base Sheet Fastener/Bonding Material: _ N/A - +" "; ; ; • •VROERAL CSCRFACE • • •• • CAP 14ET • •• No. Ply(s): • • •• • • ••• • Ply Sheet(s) & of _..-,_1_P_LY_RUBEROID�Q! +•• ••• Ply Sheet Fastener/Bonding Material: HOT ASPHALT • ••• • ••• • • • • • ••• • • • • • Top Ply: GAF MINERAL.SURFACE CAP SN:ET_.;• ••• ••• •�• ••• • • • • ••• • • • • • ••• • • • • • • • • • • ••• • • FT. 0 Parapet Height I FT, 10 Mean Roof Height ' Page 5 of 50 R1306 - Roofing Systems Coating: — "TOPCOAT@ EnergyCote'" Elastomeric Coating" or "TOPCOAT@ MB Plus" or'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 17. Deck: C-15/32 Incline: 1/2 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. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roofboard" or minimum va-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Uitima'" Base Sheet", mechanically fastened, Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply 4" or "GAFGLAS@ Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating: — 'TOPCOAT@ EnergyCote'" Elastomeric Coating" or "TOPCOAT@ MB Plus" or 'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 18. Deck: NC Incline: 1 insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 1/4-in. bead or "GAF 2-Part Roofing Adhesive", applied as a nominal 21/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive, applied per the manufacturer's installation instructions. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Eliminator— Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. % Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or ✓ "Ruberoid@ 20" or "Ruberoid@ SBS Heat Weld 25", fully adhered with hot roofing asphalt. Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. oating: —"TOPCOAT@ EnergyCote'" Elastomeric Coating" or 'TOPCOAT@ MB Plus" or 'TOPCOAT@ 322 White Elastomeric Coating", a lied at a rate of 2-gal./100-ft.2. 19. Deck: C-15/32 Incline: 1 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. Barrier Board: — Minimum '/s-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet", loose laid or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. III Ply Sheet: — One or two plies "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth Plus" fully adhered with hot roofing asphalt Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. I Coating: — "TOPCOAT@ EnergyCote'" Elastomeric Coating" or "TOPCOAT@ MB Pius" or 'TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-9al./100-ft.2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "Ruberoid@ 20" or "Ruberoid@ SBS Heat Weld 25", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet". Class B 1. Deck: C-15/32 Incline: 31/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Typfiber e oGglass fiber minimum '/. In. thick. 0 ate or urethane or Insulation (Optional): — One or more lay%rt pg4W or p • perlite/polyisocyanurate composite or perlije /urethane a ompoyjte�pr:vo:d Qt*?/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type GL'•GAFGj SQ �Q 40 o *"T� �ya PI: 4" or "GAFGLAS@ Flex Ply 6" or 'Tri-Ply@ Ultra Flexible Ply 6", mechanically fastened or fully adhered•with Not •o n a h e- Cap Sheet: — Type G3 "GAFGLAS@ MlnerarSurfat,#d C445hert" oh"T•i-p4y4 Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap" BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • Y • Incline: 3Ys • • • 2. Deck: C-15/32 • • • • 0 Y • • Barrier Board (Optional): — One or g%je lacers 5e&gia-Pacific Gypsto Ut ')ensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard't Roofboard", mingnL% y+-in. tflicit, o Limited mt ttes'Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), i Insulation (Optional): —One or more layersurperlite or wood fiber or glass fiber or polyisocya comp site or wood fiber/polyisocyanurate ucompos to or phenolic, any thickness. perlite/polyisocyanurate composite or perate or urethane or rjif�( 1rthane• • Y • • • • • • •• •Y • Y • •• Y• httn-//cintabase.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 9/30/2014