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RF-14-137
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208271 Permit Number: RF -1 -14 -137 Scheduled Inspection Date: March 17, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: EUGENE, OLGA Work Classification: Tile /Flat Job Address: 203 NW 111 Terrace Miami Shores, FL 33168- Project: <NONE> Contractor: DEL SOL ROOFINGENTERPRISE INC comments RE- ROOF TILE AND FLAT Phone Number Parcel Number 1121360010330 INSPECTOR COMMENTS False Inspector Comments Phone: (305)229 -5722 Passed CREATED AS REINSPECTION FOR INSP- 206162. Replace broken tile. Weep holes do not drain. Submit renailing affidavit Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 14, 2014 For Inspections please call: (305)762 -4949 Page 10 of 24 RE: Permit # V'V B m ® 14 e d ' 1�_ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: I I U' �e' %- e- V �I � �' e, V.-- 6 licensed as a (n) Contractor / Engineer / Architect, (Print name and ite License Type) FS 468 Building Inspector License #: lt:z-'r— %712 %16S-1 On or about 2 J o sI � q T '00 ,1 did personally inspect the roof deck nailing and (Oats & time) Secondary water barrier work at Z 0 3 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on, 5r-3. F. ) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this -15 day of �Or� MM ROQRIGUEZ MYCOMMISSION4EE0338 Notary Public, Sate of Florida at Large ��� * * 59 EXPIRES: November 30, 2014 �r9rFOF�oc B¢ndedlruuEuci[NdgServim 'General, Building, Resideft, or Roofing Contractors or any Individual wMed under 468 F.S. to make such an Inspection. Include photographs of each plane of the roof witih permit # and address # dearly shown marked on the deck for each Inspection Revised on 5/21/2009 4 C A. n L A BA P* March 4, 2014 Del Sol Roofing 7570 NW 14 Street Miami, FL 33126 RE: THE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 203 NW 111 Terr Miami Shores, FL ..... Folio #: 11-2136-001-0330- Permit#: RF -1 -14 -137 Date inspected: March 3, 2014 Date completed by: February 27, 2014 Roofing Contractor: Del Sol Roofing Carlab, Inc Project # 14 -7852 Testing lab Certificate #: 09- 0127.04 Dear Sirs, ._ �' In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 Standard procedure for field verification of the bonding of mortar or adhesive set file system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 2500 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile tiled for-this project-was reported to -be Eagle- Malibu Roof Tile. This tile was reported to have been foamed in place. At the time of this testing one test was performed for every exterior corner, at least one test for every 100 square feet of roof tile in the perimeter area, and at least one test for every 200 square feet of roof tile in the field area. The results for this report are valid at the time of testing only. Walking on roof or any other type of physical disturbance may alter these results. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectful submitted, Sergio Labiste PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass .14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pas s 27 35 Pass 28 35 Pass .29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR Residential Home 203 NW 111 Terr Miami Shores, FL Project#:14 -7852 Test Test load (lb Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 1 35 Pass 72 1 35 Pass Test Test load lbfj Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass .86 35 : Pass' 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass .101 35 - - Pass.- - 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 I Test Test load (lbf) Test Status .109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass .124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139. 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load Test (lbf) Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test load Test Test load Test (lbf) Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 SCALE: N.T.S.j N r 50 - -i + + + + + + + + + + + + + Ln Lo + + + + + + + LEGEND + + + + + + FIELD TEST PERIMETER TEST O CORNER TEST C A R L A ]B, I N C. ENGM-aWR AID PLINNM CERMCATE OF AUTHORIZATION 6419 8730 &W. 29 9r, MIAMI. FL 33165 M 30 2613512; Mt 30S 226-0438 APPROX. ROOF- TEST LOCATIONS AND DIMENSIONS a Miami Shores Village JAN I� 0 $ r 2014 1� -r Building Department: 10050 N.E.2nd Avenue, Miami Shores,-Florida 33138 ��v I Tel: (305) 795.2204 Fax: (305) 756.8972 lJ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. A F - 1,32 Permit Type: BUILDING ROOFING JOB ADDRESS: C;� 03 A/W /I/ L r' je - City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: //2/U,2 00/ / Is the Building Historically Designated: Yes NO tO Flood Zone: OWNER:*Name (Fee Simple Titleholder): 0144 �. u 17� Phone#: / S0 � 2 ` J Address: 6'63 Aj W i I I Tl�-r'G�C . City: State: Zip: 3-JI top) Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company 1Name: r Phone#: 3(- �% 0® I Address: DJ � k) W f q City: IV Qualifier Name: Cl Zip: ztr'. - 2Za- cat$ State Certification or Registration #: Contact Phone #: � a� 17 1000/ Email Address: of Competency #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ v� 60 Square/Linear Footage of Work: 959-0 Type of Work: ❑Addition ❑Alteration ONew ❑Repair/Replace ODemolition Description of Work: Color thru tile: - Mod Submittal Fee $ � v o v Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 01. 1 I `3 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or A The foregoing instrument was acknowledged before me this ZA day of 201 , by tS\G.0 rc tNGEIJE , who is personally known to me or who has produced As identification and who did take an oath. W111AFAMI -�iJ'J lg Sign:e�; Print: a +xp, r r11. My Commission Expires: ",",,OFF oQ APPROVED BY MY COMMISSION4 EE 033849 EXPIRES: N- t!"ber 30, 2014 Bonded Lai .het Notary Services Signature Contractor The foregoing instrument was acknowledged before me this day of V%.%%1*A , 20 —,by who is personally known to me or who has produced PIans Examiner identification and who did take an oath. NOTARY PUBLIC: M"ODRIGUEZ My Commission Expires: * MY COMMISSION #EE 03308 EXPIRES: NnNa -iber 30, 2014 OF FLO�`�� Bonded Tau ba:�et Notary Services Zoning Structural Review Clerk (Revised 3 /122012)(Revised 07110/07)(Revised 06110/2009)(Revised 3/15109) 1214/13 1 My Home Show Me: Plopei�Ar�rmaton *.+ Search By: Sdedliem. Text only Report Homestead Fraud Properly Appraiser Tax Estimator Property Appraiser Tax Comparison Property vUzljllvaljr wwwus: Folio No.: 11 -21 -001 30 Property: 203NWl 11 TER Mailing ETIENE EUGENE &W Address: LGA Beds/Baths NW 111 TERR MIAMI Floors: HORES FL [03 Living Units: 3168 -3324 Property Information: rimary Zone: _ 0700 SGL FAMILY - $118,334 1551 -1700 SO LUC: 001 RESIDENTIAL - $92,811 SINGLE FAMILY Beds/Baths /2 Floors: 1 Living Units: 1 di Sq Footage: 1,732 Lot Size: 10,200 SO FT Year Built: 11962 NEW MIAMI SHORES ESTS PB 51-80 LOT 17 Legal BLK 2 LOT SIZE Description: 102.000 X 100 OR 14675 -621 0890 1 OR 14675 -0621 0890 00 Assessment Information: Year- d��! 2013 Land Value: $51,273 Building Value: $118,334 Market Value: $169,607 Assessed Value: $92,811 Exemption Information: ear: 1 .�v 2013 omestead: $25,000 nd Homestead: YES Taxable Value Information: ear: 2013 Taxing Authority: Applied Exemption Taxable Value: Regional: 1 $50,000/$42.811 Pay. 1 $50,000/$42,811 chop/ Board: $25,000/$67,811 gisimsz.maniicime.govimponie/proprmp.asp Miarrd -Dade MyHome C71VC�TO�O SCLEG7 O C MIAMI-OMADIN Aerial Photography - 2012 0 111 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please small us at gisOmilamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. 112 . Vol v Roof R"ooling ❑ Recoverl S ROOF SYSTEM INFOF f7 !LRnMArma(SF1 Staan. Sinned Roof a x I . Section B IRoorrionj lk�" hi Roof Plm - Illustrate all levels and sections, roof drains. scuppers, overfly and overflow drains. Include, dinmenslons of sections and levels, clew _ d1m&nglnm of WAvatod mare 2mma and location of naranets. I , q % 0 Florida Building Code 1010 Edition High Velocity Hurricane Zone Uniform Permit Application Form ._Section -ifLow Sloped - -hoof Sy-stem) n.. .. Fill In Specific Roof Assembly Components and Identity Manufacturer Of a component Is not used, Identify as 'MAJ Systems u t'etut ± VA , e NOA No.i , '%S' - ®A.Z8-i , .,_4-- Design Wind Pressures, From RAS 128 or Calculations: Pmax1 Pma12:3 `'-1Pmax3: 1 6-9•� Max Design Press _ From the Specific NOA Deck. L a 0 Gauge(rhickness, AnchodBase Sheet & No. of Ply(s Anchor/Base Sheet Fastener/Bonding Insulation Base JL; yera Base Insulation Size and Thic n Base Insulatlon FastenedBonding Ma Top Insulation Dyer Top insulation Size and Thickness', Top Insulation Fastener/Bonding Material: Base Sheet(s) 8 No. of Pty(s): Fastener Spacing for AnchodBase Sheet Attachment Field: 9' -- or @ Lap, # Rows Perimeterr.4 ' oc ® Lap, # Rows a //� ' oc Comer. tD ' oc ® Lap, # Rows -41- �1 a ' oc Number of Fasteners Per Insulation Board `, ,� Field ll Perimeter IComer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination. Stripping, Flashing, Continuous Cleat. Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Haight, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Cc Q j with RAS 111 and Chapter 16. 0 16� r .5'0 4 r FT. ►� �[ �� V' Parapet V v , " V '0 Height A Ff. SIl� Fastener! n�rng MEKS08: \� \h�C�i`Rtaoa.Y. t4\\. Mean -413 Ply Sheet(s).8 No. of Ply(s):.�y� E`- Q" Roof 'k -� � ��V , Height Ply Sheet Fasten ndbg_bA aterial• —- ��' Top PV6v%'t4'- T p Ply Fastens ndl aiee al, _ XX Y 1 Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof System) Roof-System Manufacturer: T—: oG�.�2. ©o�� NC-�, . Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1. 3O1► _ P2• %$ • P3: 10 n ►"1 Maximum Design Pressure From the NOA Specific S stem : •2 �o Method of tile attachment: Steep Sloped Roof System DescrtptlOn Deck Type: Roof Slope: x:12 Ridge Ventilation? NX %:t%. Mean Roof Height: �- L-O*S� ©� s1,� 7?. �r• N sner Type S Spacing: Cap Sheet: oaf Covering: Type & Size Drip Edge: Rx 3 6 cv. DC, e 9 Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Pennit Application Form Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for Mrwith the values from M i. If the M, valves are greater than or equal to the Mr values, for each area of the roof, then the tale attachment method is acceptable. '� Method 1- Moment Based Tile Calculations Per RAS 127" (P:%.�L� ►_zx .1j.b- g: �Z °1Nr�y,3g NOAII�1 (Pz :(c8� 1 z1 �?��.° 1q.20) —Mg: 6.16 :: NOA14 � (P3 :IOU. z 1.2g2m28.4Q — Mg: _ia . to S R 2 • $ NOA r Method 2 - Simplified Tile Calculation Per Table Below" Required Moment of Resistance (h&) From Table Below 32. Z NOA M, Qr ' M, Required Moment Resistance* *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Raley and Appeals. For Uplift based the systems use Method 3. Compared the values for Fr with the values for F,. If the Fr values are greater than or equal to the Fr values, for each area-of the roof, tier the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" w: =_ }— W :_zcos6:_= Fr,: NOAF (Pz: zl: ffi�z w:al.J— W:— zcos8 :_= Frz: NOAF (P3 : z 1: m z w: _ ) — W: !zeds 8: = Fry: NOA F" Where to Obtain or �W'M eumuzcueao�s° o��e°cn�� w. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RE R IT 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 Nai Property Ad Date: Roofing Permit Number: Dear Building Official: I KA certify that I am not required to retrofit the roof to wall connections of my building because: he 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) L Signatu �" Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 2-'--1 day of W aOtPRV PUB {� Notary Public, Sate of Florida at Large 2pt4 FOP rr�.. .l �: i.:lti l :ter Serums • 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 Wflh 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 Owner's Notification Form HVHZ 2010 f MIAMI it, EMEW C "Delivering Excellence Every Day" SECTION 1 HIGH VELOCITY HURRICANE ZONES — REQUIREDIOWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Bug#! Code, Building govern the minimum requirements and standards of the industry for roofing syst m installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 10 L 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance* and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Z ' 3. Common roofs: Common roofs are those which have no visible delineation between neighboring /—units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ,',-viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roofs stem and/or deck of the building may not drain well and may / �....._ .: g Y g Y Y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may requirthe review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 1 erimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the /interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. CbU�17Y MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11845 SW 26 Street, Room 268 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2596 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede nov /buildinel Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 BNC - 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. BNC 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: Malibu Concrete 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 renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by AIex Tigera. 4W41011— NOA No.: 11-0321.01 MAW naae Expiration Date: 10/05/16 • •+ Approval Date: 05 /12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeor .- Roofing Sub Cateao : Roofing Tiles Material: Concrete I. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Rooting Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Anulicant Dimensions Specifications Descrintlo a Malibu Concrete Tile 1 =17" TAS 112 Low profile, interlocking, high pressure w=121/2" extruded concrete roof tile equipped with W thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes,-ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.: 11-0321.01 MtAMFDAD COUNTY Expiration Date: 10/05/16 '� P .., O � Approval Date: 05/12/11 Page 2 of 7 t t . 2.1 EVIDENCE SUBMITTED: Test Ast Teat Identifier PRI Construction Materials PRI06178 Technologies Redland Technologies 7161 -03 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. L • �J APPRQVED Appendix III 7161 -03 Appendix 11 P0402 94 -060B 94 -084 P063I -0I Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Test Name/Report TAS 112 m Date 08/23/06 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs, smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)D Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. I994 Feb. 1995 Feb. 1995 NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 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) (l 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 Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, Iric. Evaluation 25 -7094 February Calculations 1996 Walker Engineering, Inc. Evaluation 25 -7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25 -7584 December Calculations 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 I LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 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. NOA No.:l 1- 0321.01 NLNNHD Q :oU� Expiration Date: 10/05/16 • Approval Date: 05112411 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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) Length4 (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers -;l I ft Tile Profile I (ft) x (f e) Batten Application Direct Dec lication Malibu Tile 0.305 0.2821 Table 3: Restoring Moments due to Gravl - M ft-lb Tile Profile 3 ":12" 4 " :12" 5 ":12" 6 ":12" T' :12" or greater Malibu Tile Battens Direct Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 - 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nallsl 43.0 67.5 50.9 1 Installation with a 4" file headlap and fasterners are located a min. of 2%" from head of tile. NOA No.:11 -0321.01 Expiration Date: 10 /05/16 Approval Date; 05 /12/11 Page 5 of 7 Table v: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment R nce Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product Inc. Average weight per p2tty S Arams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Single Ppjq Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoarn Pol ProTm 86.61 Pol foam Poi ProTm 46.5 4 Larne paddy placement of 54 rams of Pol ProTm. 20.60 4 Medium paddy placement of 24 rams of PolyProlm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Belowh or following statement: "Miami -Dade County Product Control Approved ". E A GL% FLORIDA N ULIBU CONCRETE ROOF TILE LABEL, SUMTERVILUL PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11 -0321.01 hnatHtnaa couNr�r Expiration Date: 10/05116 PR • Approval Date: 05112111 Page 6 of 7 r m 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. I PROFILE DRAWING MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. :11 -0321.01 MlAMF E co11NT1/ Expiration Date: 10/05/16 • • Approval Date: 05/12/11 Page 7 of 7 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 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: 3MTM 2- Component Foam Roof Tile Adhesive 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 revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbs. /ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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. NOA No.: 13- 0502.02 MM nj17 COWN Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 I m m EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 ASTM D 1623 04/18/12 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 3. 3M TM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptance for the use of 3M"' 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 1'7-101 =toW APPROVED NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTm 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B)• 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 13-0502.02 MIAM MDECI NTY Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 Flat, Low, High Profiles #1 17 -23 sq. inches 45 -65 Flat Profile #2 10 -12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8 -9 sq. inches at 12 grams per paddy head of tile 9 -11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20 -25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3Nr 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Mail through plastic cement (when required) Paddy (Beneath Tile) Underiayment Paddy (Beneath Tile) ° U 101n. 3y 101n.x % Battens banal 2 ln.wide Eave Course ° ° 105ht. v Fascia 21n Battens' Eave closure /optional Mail through plastic cement (when requited) 21n.wid, Battens optional Paddy (Beneath Tile) "I— Eave Closure Fascia Nail through plastic re (when required) Paddy (Beneath Tile) Underiayment 101n.x % 2 ln.wide N Battens' /optional Y�,Y^ Eave Course Fascia Weephole 101n. Eave cbsure �21n. I 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double 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 cm) square inch adhesive 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 cm) — 23 (148.4 cm?) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement Paddy (Beneath Tile) (when required) Undedayment ° ° £, l� Tin. 2in. Battens fii?�y Eave Course o o �e to in. Fascia �fn Eno Closure 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 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) 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. 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) NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nail through piastie ce (when required) Paddy (Beneath Tile) underlayment o 7 in. �►' 2 in. Batt ens optional ?y, 0 Eave Course Fascia Weephole 101n. 21n. Eave closure Drip edge ,, .. r APPROVED, J High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) 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" 077.8 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 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8 of 11 a 78 FnM is - f aiY,4 +:£ ADHESIVE PLACEMENT DETAIL # 3 FlatAmPrOMTRO d= 1= F8 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" (10 1.6 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 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 nun) 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 tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8 -9 in2 (51.6 -58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) fi ] Z° APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (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 cm) -11 (71cm) 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.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tile. (when required) 2) Yuen 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. o Undedayment a, o 33 Sheathing Eavedosure (motar shown) Optional point -up Mortar Weephole Fascia Board on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barret - High Profile Tile 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 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25A mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 M Ity-n E 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) wwv.miamidade.eov /economy Tarco Specialty Products, Inc. One Information Way, Suite 225 Little Rock, AR 72202 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: Tarco Roofing Membranes and Underlayments 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 revises NOA No. 11- 0912.04 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 1 of 16 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: Asphalt, SBS, Polyester SCOPE: This acceptance is for Tarco Roofing Membrane and Underlayments, for use with approved prepared roof assemblies where the applicable TAS /ASTM specific underlayment is specified and installed with prescribed approved adhesives, fasteners and fastener densities, as described in this Notice of Acceptance; designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCTS DESCRIPTION: Product Dimensions Test Specification Product Description 30# ASTM 3' x 72" rolls ASTM D226 Type H Asphalt saturated felt underlayment Specification Felt EasyMop SBS 3' x 36'rolls Manufacturing Manufacturing SBS modified bituminous membrane for Location #1 & #2 hot mop or cold process, application. EasyLay 3'x 133'4" ASTM D226 Type H Sheet material comprising a polyester Manufacturing rolls substrate coated with bituminous coating Location #2 for use as an underlayment in roofing applications. Designed as a shingle and metal roofing underlayment and for use in tile roofing assemblies when used with an approved TAS 103 tile underlayment cap sheet. Fiberglass Mineral 3' x 36'rolls ASTM D3909 Mineral surfaced glass fiber reinforced, Surfaced Roll asphalt coated roll roofing for hot mop Roofing or cold process application. Manufacturing Location #1 ASTM Organic 3' x 36'rolls ASTM D6380 Asphalt saturated granular surfaced felt Tile Underlayment Type II underlayment for hot mop application. Manufacturing Location #1 EasyMop SBS 3' x 36'rolls TAS 104 Granular surfaced polyester reinforced, Manufacturing SBS modified bituminous membrane for Location #1 hot mop or cold process, application. Designed as a tile roofing underlayment. NOA No.: 12- 0420.02 MwMMMUNCounmr Expiration Date: 01/25/17 • Approval Date: 10/03/13 Page 2 of 16 Product Dimensions Test Specification Product Description Fast90 3' x 36' rolls TAS 103 Granular surfaced, asphalt - impregnated Manufacturing ASTM D249 organic felt reinforced, bituminous sheet Location #1 ASTM D6380 material with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a tile roofing underlayment. PS200HT 3' x 66'8" rolls TAS 103 Fabric surfaced, fiberglass reinforced, Manufacturing ASTM D1970 SBS modified bituminous sheet material Location #1 & #2 with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a shingle, tile and metal roofing underlayment. PS200mu 3' x 66'8" rolls ASTM D1970 Film surfaced, fiberglass reinforced, Manufacturing SBS modified bituminous sheet material Location #1 & #2 with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as a metal and shingle roofing underlayment. MS300 3' x 66'8" rolls ASTM D1970 Fine granular surfaced, fiberglass Manufacturing 3' x 33'4" rolls reinforced, bituminous sheet material Location #1 & #2 with a self - adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle roofing underlayment. SS400 3' x 66'8" rolls ASTM D1970 Smooth surfaced, fiberglass reinforced, Manufacturing 3' x 33'4" rolls bituminous sheet material with a self - Location #1 & #2 adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. NR50e 3' x 66'8" rolls ASTM D1970 Film surfaced, non - reinforced, Manufacturing bituminous sheet material with a self - Location #3 adhesive bottom layer, for use as an underlayment in sloped roof assemblies. Designed as an ice and water shield, and a shingle and metal roofing underlayment. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 3 of 16 MANUFACTURING LOCATIONS: 1. Greencastle, PA 2. Belton, TX 3. Coshocton, OH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Atlantic & Carribean Roof ACRC06 -013 TAS 103 06/14/06 Consulting, LLC PRI Asphalt Technologies TOT - 003 -02 -01 ASTM D226 Type H 08/22/02 TOT - 029 -02 -01 TAS 110, ASTM D249 & D 6380 07/05/05 TOT - 030 -02 -01 TAS 110, ASTM D249 & D 6380 07/05/05 TOT - 041 -02 -01 TAS 110, ASTM D226 Type H 05/24/06 TOT - 042 -02 -01 ASTM D4798 & ASTM G155 05/22/07 Trinity ERD T3580.10.0&2 TAS 103 10/26/06 T3580.10.06 TAS 103, ASTM D6380 10/12/06 T30160.08.09 -RI ASTM D1970 10/12/10 T10550.07.08 ASTM D4798 & ASTM D1970 07/30/08 T32530.08.10 ASTM D1970 08/17/10 T33190.08.10 TAS 103 08/06/10 T43930.09.13 -R2 TAS 104 09/11/13 T40790.04.12 ASTM D6380 04/06/12 T40780.04.12 ASTM D3909 04/06/12 T37610.07.11 TAS 114 -D 07/29/11 IRT -Arcon IRT07 -0006 ASTM D1970 07/11/07 IRT 07 -0036 ASTM D1970 02/22/08 IRT08 -0002 ASTM D1970 02/22/08 GENERAL LIMITATIONS — 30# ASTM SPECIFICATION FELT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. 30# ASTM Specification Felt may be used with any approved roof covering Notice of Acceptance listing ASTM D226 Type 11 felt as a component part of an assembly in the Notice of Acceptance. 4. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 12- 0420.02 Expiration Date: 01/25117 Approval Date: 10/03/13 Page 4 of 16 INSTALLATION REQUIREMENTS — 30# ASTM SPECIFICATION FELT: 30# ASTM Specification Felt shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing 30# Felt. During installation of 30# Felt, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. 30# ASTM Specification Felt shall be installed with a minimum 4" end lap in a shingle layer fashion and fastened as required by applicable system assemblies NOA or FBC 1518.2. GENERAL LIMITATIONS - EASYLAY: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. EasyLay shall be applied to a clean and dry surface. 4. EasyLay shall not be torched or hot mopped to. Refer to manufacturer's published literature for additional information. 5. EasyLay shall not be used on slopes less than 2:12, unless the slope is acceptable to the weather resistant covering. In general, on slopes less than 4:12, a double layer of EasyLay is recommended. Double layer application is best achieved by using 19" side laps, making sure the side laps are `shingled in' to shed water. 6. When installing EasyLay, the roof system must include proper ventilation. 7. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of EasyLay with specific prepared roofing products. EasyLay may be used with any approved roof covering Notice of Acceptance listing ASTM D 226 Type H felt as a component part of an assembly in the Notice of Acceptance. 8. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 9. EasyLay shall not be left exposed for longer than 30 days after application. 10. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 5 of 16 APPROVED ASSEMBLIES - EASYLAY: System E(1): Anchor sheet mechanically fastened to deck. Deck Type 1: Wood, Non - Insulated. Deck Description: Minimum 19/32" plywood or wood plank. Anchor/Base Sheet: One or more plies of EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening: Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet). Surfacing: Approved Roof Assemblies in lieu of FBC perscribed ASTM D 226 Type H felt. INSTALLATION REQUIREMENTS - EASYLAY: 1. EasyLay shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyLay. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyLay shall be acceptable for use with asphaltic shingles, wood shakes and shingles, quarry slate, tile and metal roofing assemblies. 5 Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyLay. 6. Place a full width piece of EasyLay, parallel to the cave (low) edge of the roof. 7. Unroll EasyLay 2 to 3 feet, with the lay lines facing up, and position the end of it to the edge of the eave and rake. 8. Install a few fasteners at the top, near the rake, and roll out the sheet to a manageable length. 9. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. 10. EasyLay shall be fastened with approved roofing nails and tin caps or approved cap nails, driven by hand or pneumatically, spaced 6" o.c. at all laps in the center of the seam area, and two staggered rows fastened 12" o.c. in the field of the sheet. 11. When installing nails, apply so that the head of the nail is flush with the EasyLay surface, without cutting into the EasyLay surface. 12. Fastening shall be done from the top to avoid walking or kneeling on unsecured sheet. 13. Continue on to the end of the substrate and fasten down. 14. Align the next roll over the preceding sheet so as to form a minimum 4" overlap. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 6 of 16 15. Then install the just placed sheet, per instructions above. 16. The bottom of the second course of EasyLay shall lay on top of the first course so that any water will flow over the top of EasyLay. 17. Apply subsequent sheets in the same manner, with 4" side laps and 6" end laps over the preceding sheets. 18. When the top course is reached, lap about 6" of EasyLay over the ridge. 19. Install EasyLay a minimum of 6" up any vertical surfaces. 20. Stagger the end laps a minimum of 18" from the preceding course. 21. After installing EasyLay on the field of the roof, install drip edge at the eaves (if used). 22. When applying EasyLay in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. Make sure there are no rips or large wrinkles in the EasyLay. 23. Before applying horizontal sections of EasyLay, install a vertical length of EasyLay down the center of the valley. 24. Several sections of EasyLay can be used, but be certain to overlap the higher sections several inches so any water will flow over the top of the sheet. 25. EasyLay underlayment in the valley areas must be covered with code prescribed metal or other approved valley lining material. 26. Apply a minimum 1/16" thick uniform layer of SBS trowel grade modified flashing cement to water proof areas of EasyLay where any cuts or tears have occurred. Seams or joints may require the application of an SBS trowel grade modified flashing cement. 27. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. GENERAL LIMITATIONS — FIBERGLASS MINERAL SURFACED ROLL ROOFING: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building codes. 3. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 12 -0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 7 of 16 INSTALLATION REQUIREMENTS — FIBERGLASS MINERAL SURFACED ROLL ROOFING: 1 Fiberglass Mineral Surfaced Roll Roofing may be used with any approved roof covering Notice of Acceptance listing Fiberglass Mineral Surfaced Roll Roofing as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D3909 roof membrane is specified and installed with prescribed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Fiberglass Mineral Surfaced Roll Roofing. 3. During installation of Fiberglass Mineral Surfaced Roll Roofing, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. GENERAL LIMITATIONS — ASTM ORGANIC TILE UNDERLAYMENT: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building codes. 3. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. INSTALLATION REQUIREMENTS — ASTM ORGANIC TILE UNDERLAYMENT: 1 ASTM Organic Tile Underlayment may be used with any approved roof covering Notice of Acceptance listing ASTM Organic Tile Underlayment as a component part of an assembly in the Notice of Acceptance or wherever a ASTM D6380 roof membrane is specified and installed with prescribed approved asphalt, adhesives, fasteners and fastener densities per applicable FBC requirements. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing ASTM Organic Tile Underlayment. 3. During installation of ASTM Organic Tile Underlayment, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. NOA No.: 12- 0420.02 MIAMFDADECQULN Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 8 of 16 * 1 6 * 4 GENERAL LIMITATIONS — EASYMOP SBS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco EasyMop SBS shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 4. Tarco EasyMop SBS are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 5. Ensure roof has positive drainage prior to installation of Tarco EasyMop SBS. 6. Tarco EasyMop SBS shall not be applied over a pre- existing roof membrane or system. 7. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 8 All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 5 :12 for flat tiles and 6:12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Tile Staging Method Front View - Staged Tiles (Slope —>) Side View - Staged Tiles (Slope 1) 9. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. 10. Tarco EasyMop SBS shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum time limitations. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page '9 of 16 r 9 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments, with specific prepared roofing products. Tarco EasyMop SBS may be used with any approved roof coverings Notice of Acceptance listing Tarco EasyMop SBS or TAS 104 standard as a component part of an assembly in the Notice of Acceptance. If Tarco EasyMop SBS or the TAS 104 standards are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the product, wind uplift resistance, and fire testing results. 12. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. APPROVED ASSEMBLIES — EASYMOP SBS: System E(1): Anchor sheet mechanically fastened to deck, membrane adhered with hot asphalt or approved adhesive. Deck Type 1: Wood, Non - Insulated. Deck Description: Minimum 19/32" plywood, wood plank. Anchor/Base Sheet: One or more plies of ASTM D226 Type 11 or ASTM D2626 with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening: Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). Membrane: EasyMop SBS applied to Anchor/Base Sheet with hot asphalt or with approved adhesive as specified in RAS 118, 119 or 120. (See #13 in Installation Requirements for back nailing) Surfacing: Approved Roof Assemblies as specified below. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 10 of 16 INSTALLATION REQUIREMENTS — EASYMOP SBS: 1. Tarco EasyMop SBS shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing EasyMop SBS. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. EasyMop SBS shall be an acceptable underlayment for mechanically fastened roof tile and adhered roof tile applications. 5. Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of EasyMop SBS. 6. EasyMop SBS shall not be adhered directly over any pre - existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the EasyMop SBS. Refer to applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer. 9. Applicator may cut EasyMop SBS into sections for workability and allow to relax prior to application. 10. Place EasyMop SBS over metal drip edge in accordance with RAS 111. 11. Install the first course of EasyMop SBS parallel to the eave edge. 12. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 13. EasyMop SBS shall be back nailed along the head lap. The nails shall be, 11 gauge 1' /4" approved ring shank type applied with a minimum of a 15/8" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 12" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. Vertical strapping of EasyMop SBS membranes is acceptable. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 11 of 16 GENERAL LIMITATIONS — TARCO SELF - ADHERED UNDERLAYMENTS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. Tarco self adhering underlayments shall be applied only when material interface temperatures are 400 F and rising. 4. Tarco self - adhered underlayments shall not be installed when any form of moisture such as water, dew, rain, etc. is present on the substrate. 5. Tarco self - adhered underlayments are to be applied to a smooth, clean and dry surface, with the deck free from irregularities. 6. Ensure roof has positive drainage prior to installation of Tarco self - adhered underlayments. 7. Tarco self - adhered underlayments shall not be applied over a pre - existing roof membrane or system. 8. After installation of Tarco self - adhered membranes, wait a minimum of 48 hours before roof loading of tiles. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and avoid dropping the roof covering directly on the underlayment. 10. All tiles shall be staged (two tiles perpendicular to slope, four tiles on top parallel to slope) as per manufacturer's requirements, not to exceed 6 -high, to the standard maximum roof pitch of 6:12 for flat tiles and 6:12 for lugged tiles (See Tile Staging Method diagram below). At roof slopes greater than the above limitations, the use of loading battens or toe boards are required to load the roof tile. Tile Staging Method Front View - Staged Tiles (Slope -+) Side View - Staged Tiles (Slope 1) 11. The manufacturer reserves the right to change the tile staging method at any time as well as the number of tiles stacked, not to exceed the preceding maximum number of tiles limitation. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 12 of 16 12. EasyLay, PS200" u, MS300, SS400, and NR50ershall not be left exposed as a temporary roof for longer than 30 days after application. PS20e shall not be left exposed as a temporary roof for longer than 120 days after application. Fast90 shall not be left exposed as a temporary roof for longer than 180 days after application. The manufacturer reserves the right to change product exposure period at any time; not to exceed the preceding maximum .time limitations. 13. NR500HT is not recommended for extreme high temperature environments such as under copper or zinc metal roofing. 14. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of Tarco underlayments with specific prepared roofing products. Tarco self - adhered underlayments may be used with any approved roof coverings Notice of Acceptance listing Tarco self adhering underlayments or the ASTM standard which the self adhering underlayments meet as a component part of an assembly in the Notice of Acceptance. If Tarco self - adhered underlayments or the ASTM standards are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the product, wind uplift resistance, and fire testing results. 15. All products lised herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. APPROVED ASSEMBLIES — TARCO SELF - ADHERED UNDERLAYMENTS System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Deck Type 1 • Wood, Non - Insulated. Deck Description: Minimum 19/32" plywood, wood plank. Anchor/Base Sheet: One or more plies of ASTM D226 Type II, ASTM D2626, or EasyLay underlayment, with a minimum 4" wide side lap and a minimum 8" wide end lap, mechanically fastened to deck. Fastening: Approved nails and tin caps 6" o.c. within lap and two equally spaced staggered rows 12" o.c. in the field (for Anchor/Base sheet only). Membrane: All Tarco self - adhered membranes applied to approved Anchor/Base Sheet. (See #15 in Installation Requirements for back nailing) Surfacing: Approved Roof Assemblies as specified below. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 13 of 16 System F(1): Membrane self - adhered to concrete deck. Deck Type 3• Concrete, Non - Insulated. Deck Description: Structural concrete or concrete plank min. 2500 psi. Deck Preperation• The concrete deck shall be clean and dry and cured for a minimum of 28 days. Anchor/Base Sheet: None Fastening: Membrane shall be back nailed with approved concrete fasteners and 15/8" approved tin caps at a maximum spacing of 9" o.c. at the head laps and be covered by the preceding layer. No back nail fasteners or tin caps shall remain exposed. Membrane: Tarco PS200HT self - adhered membrane applied directly to concrete deck. (See Fastening above for back nailing) Surfacing: Approved Roof Assemblies as specified below. INSTALLATION REQUIREMENTS — TARCO SELF - ADHERED UNDERLAYMENTS: 1. Tarco self adhering underlayments shall be installed in strict compliance with applicable Building Codes. 2. Observe and comply with roofing practices and guidelines as outlined by the National Roofing Contractors Associations (NRCA) when installing Tarco self adhering underlayments. 3. During installation, comply with Occupational Safety and Health Administration (OSHA) safety standards; use common sense measures and adequate safety precautions to prevent accidents. 4. Fast90 and PS200n T shall he acceptable underlayments for mechanically fastened roof tile and adhered roof file applications. MS300 and SS400 shall be acceptable underlayments for asphaltic shingles, wood shakes and shingles, and slate or simulated slate roof assemblies. PS20eu and NR500HT shall be acceptable underlayments for asphaltic shingles, wood shakes, shingles, and metal roof panel assemblies. 5. Re- fasten any loose decking panels, and check for protruding nail heads prior to the application of the Tarco self adhering underlayments. 6. Tarco self adhering underlayments shall not be adhered directly over any pre - existing roof membrane. 7. All approved substrates are to be clean, dry and free of any loose debris or moisture prior to the application of the Tarco self adhering underlayments. Refer applicable building codes prior to installation to verify acceptable substrates. 8. Prime all metal collars, flashing, valleys, liner, drip edge and concrete deck substrate with ASTM D 41 primer, water based acrylic or water based polymer modified primer. 9. Contractor may cut the underlayments into sections for workability and allow to relax prior to application. 10. Place the underlayments over metal drip edge in accordance with RAS 111. 11. Install the first course of underlayment parallel to the eave edge. 12. Apply the underlayment, working from the center of the material continuously to the ends of the sheet (half of the length of the sheet is the center); taking care to avoid wrinkles and ridges. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 14 of 16 13. Remove the underlayments release film rapidly in a continuous fashion. Ensure the bottom adhesive side of the membrane does not adhere to its self. In the event this transpires,separate the two layers immediately. After some time, it may become impossible to do so without damaging the material. 14. It is recommended that end laps be staggered a minimum of 18" from the preceding course. 15. Underlayments are to be back nailed along the head lap. The nails shall be, 11 gauge 11/4" approved ring shank type applied with a minimum of a 15 /8" approved tin cap or approved capnail as required per the High Velocity Hurricane Zone (HVHZ) section of the FBC, at a minimum rate of 9" o.c. The head lap of the preceding layer of underlayment is to cover the area being back nailed. 16. Roll or broom the entire membrane surface paying special attention to all overlap areas "side laps, end laps, T joints" to ensure adhesion with acceptable substrates. A minimum of a 28 lb weighted roller may be used for steep slope applications. The use of a soft bristled push broom is acceptable on steeper slopes. The above mentioned procedures are necessary in order to apply uniform pressure and allow for contact of the membranes. 17. Apply '/8" thick uniform layer of SBS trowel grade modified bitumen asphalt adhesive / flashing cement throughout the contact area of the 6" granule over granule and fabric over fabric end laps. Once the aforementioned procedure has been completed, the membrane must then be hand rolled in place in order to ensure contact of membrane and achieve a minimum of 1/8`'" asphaltic bleed out in designated area. 18. Tarco self adhering underlayments shall be applied to protrusions, slope changes, valleys, curbs, and other roof top penetrations before any other sections of the roof. 19. When applying underlayments in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in each direction. 20. For ridge applications, center the underlayment and roll from the center outward in both directions. 21. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 22. All protrusions or drains shall be initially taped with a 6" piece of like kind membrane. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of like kind membrane shall be applied over the flashing detail. 23. Vertical strapping of Tarco self adhering membranes is acceptable. NOA No.: 12- 0420.02 Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 15 of 16 MANUFACTURER'S CONSIDERATIONS: 1. When using Fast90 and PS200HT in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 6:12 and higher is recommended. When using EasyMop SBS in tile roofing applications, use of loading battens or toe boards on roof slopes greater than 5:12 for Flat Tiles and 6:12 for Lugged Tiles and higher is recommended. 2. Code body requirements supersede manufacturer's recommendations and installation guidelines. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of these materials. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 12- 0420.02 MUUMWWAMCOUNW Expiration Date: 01/25/17 Approval Date: 10/03/13 Page 16 of 16 7/2113 Paoe Bottom See General Information for Roof! no Systems TGFU.R1306- Roofing Systems TGFU.R1306 Roofing Systems Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, N] 07470 USA R1306 "Ruberoid@ 20" or "Ruberoid@ 20 HT' or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base S e s n any of the following Classifications. 'k -in. thick (minimum) gypsum board or 1 /4 -in, thick (minimum) Georgia- Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardl Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia - Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or DensDeck DuraGuardT" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed belowthe overlayment board. Multiple plies of "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "Tri-Ply@ Ply 6" may be adhered to Georgia- Pacific Gypsum LLC "DensDeck O Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardl Roofboard" in hot roofing asphalt. "EnergyGuardT" Ultra" is an acceptable alternate to "EnergyGuardT" RF" in any applicable Classification. "GAF Stratavent0 Eliminator- Venting Base Sheet ( Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLASO Perlite Insulation" may be utilized as a cover board over "EnergyGuardT" RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardT" EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". "EnergyGuardT" Tapered" is an acceptable alternate to "EnergyGuardT "" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or "Tri-PIyO #75 Base Sheet ", or "GAFGLASO #80 ULTIMA ") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4 ", or "GAFGLAS® 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 "GAF Stratavento EliminatorT" Venting Base Sheet (Perforated)" or "GAF Stratavent@ Eliminator T" Venting Base Sheet (Mailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nallabie base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLASO #80 ULTIMA" or "GAF Stratavent0 EliminatorT" Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLASO Ply 4" or "Tri-Plyo Ply 4" or "GAFGLAS@ Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLASO Flashing" or "RuberoidO" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEO" or any other UL Classified perlite insulation. Crushed stone 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 7/2113 TGFU.R1306- Roofing S)sterm; paper /polystyrene /perlite) is a suitable akemate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuardT" RA" or "Tapered EnergyGuardT" RA" or "EnergyGuardT" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. m m Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@) Flex Ply 6" and "Tri -Ply@) Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "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 "Fireshield MB" at 21/2 to 3 -gal /100 -ft2. "Ruberoid@ Dual Smooth" maybe used as an alternate to "Ruberoid@ Mop Smooth" or 'Ruberoid@ 20" or "Ruberoid® 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification. 1. Deck: C -15/32 Incline: 3 Class A Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanu rate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 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. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS(g) Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gi "GAFGLAS@ Ply 4 ", "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCapT" BUR Mineral Surfaced Cap Sheet." 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. 90 Base Sheet: — One olv TvDP G2 "GAFGLAS@ # 5 Base Shee " or "Tri-Ply@ #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies ype G1 "GAFGLAS@ P y 4 or "Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6 ". Cap Sheet: —One ply Tyke G3 "GAFGLAS@ Mineral Surfaced Cap Shy" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@) EnergyCapT" BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCoteT "" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid@ Mop Pius Granule" or "ROOFMatchT" SBS Modified Granular" or "Tri-Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchT" APP Modified Granular" or "Tri-Ply@ TP -4G" or "Tri -Ply@ TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet "or "GAFGLAS® COUNTY ,� 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.nflaWdadeeov/econ 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 Ruberoid ®Modified Bitumen Roof System 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09- 0224.01 and consists of pages I through 29. The submitted documentation was reviewed by Jorge L. Acebo. MIAMFDADE COUNTY ,..• NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page I of 29 ROOFING SYSTEM APPROVAL Catep-ory Roofing Sub- Catmory: Modified Bitumen Material: APP /SBS Deck TvDe• Wood Maximum Desien Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED i TABLE 1 Test Product Dimensions Specification Matrix"" 102 SBS 5 gallons ASTM D3019 Membrane Adhesive :)R LABELED BY APPLICANT: Product Description Fiber reinforced rubberized cold - applied adhesive for modified bitumen roof systems. GAFGLAe #75 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. ® AFGLAS® #80 Ultima— 39.37" ASTM D4601 Type II asphalt impregnated and coated, Base Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS® FlexPly" 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS ®Mineral 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap"' 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote"' GAFGLAe Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavent® 39.37" ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator Perforated (1 meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat - Weld's Smooth (1 meter) Wide polymer- modified asphalt and smooth surfaced. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat - Weld"° Granule (I meter) Wide polymer - modified asphalt and surfaced with mineral granules. RoofMatch" 107 sq. ft. ASTM D6164 Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer- modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat - Weld"' 170 FR (1 meter) Wide retardant polymer - modified asphalt and surfaced with mineral granules. NOA No.: 13- 0424.14 M"FDAD & Qom=a Expiration Date: 11/06/14 ' "' • � Approval Date: 10/31/13 Page 2 of 29 Test Product Product Dimensions Specification Description Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat - Weld° Plus (1 meter) Wide polymer- modified asphalt and surfaced with mineral granules. Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyester mat coated with fire Heat - Weld" Plus FR (1 meter) Wide retardant polymer- modified asphalt and surfaced with mineral granules. Ruberoid ®EnergyCap 39.37" ASTM D6164 Non -woven polyester mat coated with fire SBS Heat -WeIC Plus FR (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® SBS 39.37' ASTM D6163 Non -woven polyester mat coated with Heat - Weld'' 25 (1 meter) Wide polymer - modified asphalt and smooth surfaced. Ruberoid® Mop Granule 39.37' ASTM D6164 Non -woven polyester mat coated with (I meter) Wide polymer - modified asphalt and surfaced with mineral granules. Ruberoid® Mop Smooth 39.37' ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer- modified asphalt and smooth surfaced. Ruberoid® Mop Plus 39.37" ASTM D6164 Non -woven polyester mat coated with (I meter) Wide polymer - modified asphalt and surfaced with mineral granules. Ruberoid® Mop 170FR 39.37' ASTM D6164 Non -woven polyester mat coated with fire (1 meter) Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid® Mop FR 39.37' ASTM D6164 Non -woven polyester mat coated with fire (1 meter) Wide retardant polymer- modified asphalt and surfaced with mineral granules. Ruberoid® Torch Smooth 39.37' ASTM D6222 Non -woven polyester mat coated with (I meter) Wide APP modified asphalt and smooth surfaced. Ruberoid® Torch Granule 39.37' ASTM D6222 Non -woven polyester mat coated with (1 meter) Wide APP modified asphalt and surfaced with mineral granules Ruberoid® EnergyCap- 39.37' ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. Ruberoid® EnergyCap- 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'm. RoofMatch"' 107 sq. ft. ASTM D6222 Non -woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer - modified asphalt and surfaced with colored mineral granules. Ruberoid® Torch FR 1 meter ASTM D6222 Non -woven polyester mat, coated with fire (39.37 ") Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 13-0424.14 MIAMFDADECO, Expiration Date: 11 /06/14 ' "' • • Approval Date: 10/31/13 Page 3 of 29 J � Protection NOA No.: 13- 0424.14 MLAMHUWECOUNTYIE Expiration Date: 11/06/14 "' • Approval Date: 10/31/13 Page 4 of 29 Test Product Product Dimensions Specification Description Ruberoid' 20 �— 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37 ") Wide with a glass fiber mat. Ruberoid® 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with (39.37 ") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid® 30 FR 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire (39.37 ") Wide retardant, polymer- modified asphalt and surfaced with mineral granules. Ruberoid ®EnergyCap� 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire FR SBS Membrane (39.37 ") Wide retardant, polymer- modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid Dual FR 39.37" (1 meter) ASTM D6162 Non -woven polyester and fiberglass mat Wide coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed- through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut~ Fire Barrier 5, 55 gallons Proprietary Low VOC, water -based fire barrier Coating coating. VersaShiele 42" x 100' rolls ASTM D226 Non - Asphaltic, fire resistant fiberglass - Fire- Resistant Roof Deck based underlayment. Protection NOA No.: 13- 0424.14 MLAMHUWECOUNTYIE Expiration Date: 11/06/14 "' • Approval Date: 10/31/13 Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuard"' Polyiso Insulation EnergyGuard' RA Polyiso Insulation EnergyGuarr RN Polyiso Insulation EnergyGuard"' Perlite Recover Board EnergyGuarr Perlite Roof Insulation EnergyGuarC RA Composite Polyiso Insulation in steel, wood or concrete Structodeke High Density Fiber Board Securocko Gypsum -Fiber Roof Board APPROVED FASTENERS: Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate /wood fiberboard or perlite composite High density wood fiber Gypsum board Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard,Inc. United States Gypsum Corp. Manufacturer Dimensions (With Current NOA) Various GAF Various GAF Various GAF 3" x 3" GAF Various GAF 3" x 3" GAF 3" GAF 3" GAF NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 5 of 29 TABLE 3 Fastener Product Product Number Name Description 1. Drill -Tec #12 Fastener Carbon steel fastener used in steel or wood decks. 2. Drill -Tec"' #14 Fastener Carbon steel fastener used in steel, wood or concrete decks. 3. Drill -Tec'" XHD Fastener Carbon steel extra heavy duty fastener used in steel decks. 4. Drill -Tec"' AccuTrae Flat AZ -SS aluminized steel Plate plate for use with Drill - Tec"' #12 Fastener, Drill - Tec"' #14 Fastener and Drill -Tec"m #15 Fastener. 5. Drill -Tec'" ASAP 3S Drill -Tec"' #12 fastener with Drill -Tecm 3" Standard Steel Plate. 6. Drill -Tec'" AccuTrace Gavvalume Steel plate for Recessed Plate use with Drill -Tec" fasteners. 7. Drill -Tec"' 3" Steel Plate Round galvalume steel stress plate for use with Drill -Tec"' fasteners. 8. Drill -Tec"m 3" Standard Round galvalume plated Steel Plate steel stress plate with reinforced ribs for use with Drill -Tec" fasteners. Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard,Inc. United States Gypsum Corp. Manufacturer Dimensions (With Current NOA) Various GAF Various GAF Various GAF 3" x 3" GAF Various GAF 3" x 3" GAF 3" GAF 3" GAF NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 5 of 29 t EVIDENCE SUBMITTED: Test Aeencv Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 IB9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD 1 A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020 -02 -01 ASTM D249 02/01/02 ASTM D4977 GAF 306 -02 -01 ASTM E96 07/07/11 GAF 315 -02 -01 ASTM D2178 8/23/11 GAF 314 -02 -01 ASTM D2178 8/23/11 IRT -ARGON Inc. 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12 -2 ASTM D6222 07/17/12 G34140.04.11 -2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11 -4 ASTM D4601 04 /25/11 G34140.04.11 -5 ASTM D4897 04/25/11 G33470.01.11 ASTM D6164 01/13/11 G6850.08.07 -1 ASTM D3909 08/13/07 G30250.02.10 -3 -RI ASTM D3909 11/26/12 PRI Construction Technologies LLC. ASTM D2178 GAF- 314 -02 -01 08/23/11 ASTM D2178 GAF- 315 -02 -01 08/23/11 ASTM D6083 GAF- 245 -02 -01 06/10/10 ASTM D6083 GAF - 084 -02 -01 07/08/05 ASTM D6083 GAF- 245 -02 -01 06/10/10 ASTM D6083 GAF - 084 -02 -01 07/08/05 Momentum Technologies, Inc. ASTM D6162 AX04C9A 06/05/09 NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 6 of 29 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: ]9/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: Fire0d" Fire Barrier Coating, VersaShiele Fire - Resistant Roof Deck (optional) Protection or SecurocV Gypsum -Fiber Roof Board. Base sheet: GAFGLAS" #80 Ultima'" Base Sheet, GAFGLAS" Stratavent" Eliminator Nailable Venting Base Sheet, Ruberoid" 20, Ruberoid® SBS Heat - Weld" Smooth or Ruberoid® SBS Heat - Weld's 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS" Ply 4, GAFGLAS" F1exPly71d 6, GAFGLAS" #75 Base Sheet or any Options: 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" FlexPly"' 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -Teo" #12 Fastener, Drill-TecTm #14 Fastener or Drill -Tec"' XHD Fastener and Drill -Teo'm 3" Steel Plate, Drill - Tec'" AccuTrac" Flat Plate or Drill -Tec'" AccuTrac" Recessed Plate installed 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" F1exPly'" 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 Ultima- Base Sheet, Ruberoid"20, Ruberoid"Mop Smooth, base sheet 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 —60 psf, See General Limitation #7) GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec"m #14 Fastener or Drill -Tec." XHD Fastener and Drill -Tec7" 3" Steel Plate, Drill -TecT" AccuTrac" Flat Plate or Drill -Tec'" AccuTrac" Recessed Plate installed 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 attached to deck approved annular ring shank nails and 3" inverted Drill -Tec" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 25 of 29 GAFGLAS4'#75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' #12 Fastener, Drill -TecTm #14 Fastener or Drill -TecT" XHD Fastener and Drill -TecT" 3" Steel Plate, Drill -TecT.. AccuTraco Flat Plate or Drill -Tec"m AccuTraco Recessed Plate installed 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: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly 6, GAFGLAS4'#80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular, Ruberoie Mop Plus Granule, Ruberoid ®20, Ruberoie 30, Ruberoie EnergyCap- 30 FR SBS Membrane, Rubro d�30 FR or Ruberoid® Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Or One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop Granule, RoofMatch7 SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoie 20, Ruberoid® 30, Ruberoie EnergyCap -30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTm 102 SBS Membrane Adhesive at an application rate of 1 -2 gal. /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. \n 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapT" BUR Mineral N ace Kpe Waerem a ff mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No.: 13- 0424.14 M"I-DADECOUNWM Expiration Date: 11/06/14 Approval Date: 10131/13 Page 26 of 29 I WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecko Roof Board or %z" 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 side lap 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 Engineer, 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 hailers, 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (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 9N -3 of the Florida Administrative Code. MIAMaDADE COUNTY • END OF THIS ACCEPTANCE NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29