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RF-12-1311 406 Miami Shores Village RECEIVED JUL ECEKEDJUL 83 2012 Building Department Bim: Vo 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 2010 U LDING Permit No. F F— 12 - 13 11 PERMIT APPLICATION Master Permit No. Z- Z.. Permit Type: BUILDING ROOFING JOB ADDRESS: 9��7 /(/,F /3 .4t/,F City:_ Miami Shores County: Miami Dade Zip: j5I Folio/Parcel#: Z/ 3.ZOS- 00 f 0�,2 a Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): d4de'9a N1�i0#/IaA`1 44it Phone#: Address:l 9-1,1V7 N /3 f�,E city:/'�'4nr/ SroRe1 State:-it:t Zip: 3�?/3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: O/34-/ Phone#:_ 34F 7f>aGi1 Address: LE /-J E 97 .1�r City: t -0J' State:_�� Zip:Q/3d' Qualifier Name: J Phone#:_-7iZr 74-7.-�Co/?- State Certification or Registration#: Cce-O/13p GCertificate of Competency#:+O40-V-K''fl Contact Phone#:3a-?r7r /Z Email Address: QjjjfA/6,1X DESIGNER:Architect/Engineer:ZlLaRAtl P// 41,d Phone#: Value of Work for this Permit:$—d Doa, "` Squ'(tt `lLinedr Footage of Work: 17j-,' Type of Work: OAddition OAlteration )WNeyw I,) .1 �3•pRepair/Replace ` �: ODemolition Description of Work: N.!'' l/ 4f // r If Tte /AI IV AfYy g i!i'F/js ei Ttrc eol"x 4d" oY•,C Color thru tile: Noylrr Submittal Fee$ Permit Fee$ ��+ � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding,Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 charged. 1—?4 Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 11 The foregoing instrument was acknowledged before me this day of TV 201 Y by A t39':�P(_G' #'4R Pa-1 day of i 4 ,20 L)_-,by , who s personally kno n me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: P , JUDI H D MILIO Sign: .•.gyp'Pia: Sign: Adab, Io f ALS Print: M gin 13,2013 Print: �,, Commission#DD 891548 . A x' My Commissio 1~Rf W""' Bonded Through National Notary Man. My Commission E =Cozemalon 0 Dll-475S+9 Expira AVX_0:,:013 stsulu A.a4trrc lrtaa ai,:1116 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Add iti Wally,the following items should be addressed as part of the agreement between the owner and the con r tor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 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 betwoen 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 Section R4403.(The roof deck is usually concealed prior to reving the existing roof system.) 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 . conlractor 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.This provides the option of maintaining thipearance. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident un' 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 overYbAded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. V7. 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. Owner's gent's Sign9ture Date ontractor's Signature VA 7 /L,-- /� �41,4— V2__ 1311 Property Address Permit Number - C vy RECEIVED JUL 13 2012 BY: 70 0 COPY SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 152,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,495,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing Calculation Documentation • • . • • • • • • 11D W IN M • • • . 60 •�.��..•.•.••..�.�iii.iiiiiiiiwwiifii■■■■■■■■■■■■■■■■I/,1■■■11■■■■■■■■■■■■ � '!7!'►1711■■E%.��_ t-:-=,d■i�7�11�:�'!'®®■■■■■■■■■■■■■■��11■■■■■■■■■■■■ ��nl�rny:rn�►�m�t:ra��iiii■■■■■■■■■■ill■■�s:�r.■r�■urs►■■■■■■■■■■■ ..�....�.......•i.iii.�iriir� �■■■■■■■■■/■11■■�I'i�lil■11■IIY■■■■■■■■■■■ , ...,��►�13iJ�'��■L'-11��■■�:lL==!■�■■■■■■■■\■■IliiiGi■..iClC�1■■■■■■■■■■ �..r�.i��ii■�n�ii.■ii�i'iri�ir,' ■■■■■■■■■�\■11■■■■•fes■■■■■11■■■■■■■■■�1 ■■■■AI■■■■■■■■■■■■lifs■�i�it�7■■■■■■■■■\�G'1,11■■■■lil•■■■■Ga■�.]'I'�I'i��ii��1 , • :LI'13i11I�C�■■■■�■��■■��■■�■�■■■■■■■■■\'ill■■■■■■■■■■`ii■■■■■■■■■■ i■iiii•■ruririlr7l■■■��■%i rfr�i•�,■■■■■■■■■■\II■■■■■■■■■■■11■■■■■■ • •ei'L•311!■I■_\`Ifi[:NL7■■'■:��li/ial►.�f19.i■■■■■■■•111■■■L�L��I■■■■11■■■■■■ .fi' " ■�■��:■■■■■■■■■■■■�■■■■■■.■■■■■■■■■■■111■■■��I►�!■■n�ll■■■■■��■�■ . .r.�I��aalrrmrt�lr.>am-*IRn��,r�*'I®®r.■ ee•ee_ell■■GrIfrL'■■frau■■■■■■■ ■■ . iYYiiiiilWl�iiilYY�i1WW11idY�■ir111r®®■;f�fll■■�■11'511■11■■■■CC?■■■■11■■■■■■ ■■■■■■■1111111 ■111�1111��1!!�!�!!!!1!®■■■1111■■■nii■■11■■■■■■■■■■!:!lG��:�' o�L'':Jf��'rll�{•��'_iii11{VW�1'L'iif�il�J��l■■X111■■■11■■■11■■■■■■■■■■■11■■■■■�Sf!'.�SJ �..i.......�.....i�i�ri..ni■■X11■■■C]■■■11■■■■■■■■■■■11■■■■■■■■■fI ■■■■■■■■■■■■■■■■■■■■■■■■■■■Ilfilt�■■■■■11■■■■■■■■■■C::■J/:�iifiJr■■Ilii ■■■■■■■■■LCCGCC:CC•Y■■■■■■■■■■■■■■1■■■■■■■■■■■!■■11111111■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ HIGH-VELOCITY HURRICANE ZONES A x � Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet Attachment and Identify Manufacturer (if a component is not used,identify as"NA") L /� 7/ •• –. Field:a-"oc @ Lap,#Rows of @ oc System Manufactur r' Perimeter:1AA •'oc @ Lap.#Rows a @ 7.i .oc �l� NOA No.: OB —O8ZZ . 2-j' oc to/� *e; Corner: oc @ Lap,#Rows_@_' Q Design Wind Pressures,From RAS 128 or Calculations: Number of Fasteners Per Insulation P1: P2: 7/ 7 P3: Board Max. Design Pressure,From the Specific NOA Field Perimeter Corner System: Deck: Illustrate Components Noted and Type: /GfL��✓fo/G^t� ( On Nc/LfjE Details as Applicable: Woodblocking, Gutter, Edge Termination, Gauge(fhickness: Stripping, Flashing, Continuous Cleat, Cant Slope: / �r Fr Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Anchor/Base Sheet&No.of Ply(s): Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Anchor/Base Sheet Fastener/Bonding Material: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Insulation Base Layer:______ Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: FT. =.3 Top Insulation Layer: A c,os�K �? Top Insulation Size and Thickness: %isWuj+iN c Parapet ,acvwr rE��,�rc� Heiaht Top Insulation Fastener/Bonding Material: 44 .y,,,N 9isiv✓.la SrlL4j.4vi�!✓ /✓�/L/i[/�GF /7o1_1 FT. E.t c•�.vr Base Sheet(s)&No.of Pty(s): 2 a�E° li Base Sheet Fasten erlBonding Material: 1&"4r1vB/G-f Mean �',41.1A TW 42- /2 F,is-rnie eee s Roof Ply Sheet(s)&No.of Ply(s):Z 9E/�Ate— Height Ply Sheet Fastener/Bo ding Material: E KCAL Top Ply: 17-, C;& Top Ply Fastener/Bo ding Ma rial: E aG Surfacing: nn�n cr norne soul nmr,CODE—RESIDENTIAL HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used,identify as"NA") Field:7�_"oc @ Lap,#Rows .2 @7i oc 1 . System ManufacttuurM Perimeter:?r "oc @ Lap,#Rowa @7y oc NOA No.: oc G NFiJr� Corner:_oc @ Lap,#Rows_@_ - Design wind Pressures.From RAS 128 or Calculations: Number of Fasteners Per Insulation Pt: P2: P3: �6 Board Max.Design Pressure.From the Specific NOA Field Perimeter Corner System: ' �S / Illustrate Components Noted and Deck: / Type: Details as Applicable: �L! — e Woodblocking, Gutter. Edge Termination, Gauge/Thickness: 3 Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Slope: Y Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Anchor/Base Sheet&No.of Ply(s): Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Anchor/Base Sheet Fastener/Bonding Material: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: / FT. Top Insulation Layer: �e iL 7_ "�.vUyW16,�\y Parapet Top Insulation Size and Thickness: �°'C Height /.OA�IiK \j Top Insulation Fastener/Bonding Material: ��, Base Sheet(s)&No.of Ply T• Qri Base Sheel Fastener/Bonding Material: 1 GtereV,=rEHeht Ply Sheet(s)& No.of Ply(s): - �"IWoob Na OW ,dy a/c lore PLiys Ply Sheet Fastener/Bon in Mat�ial / 5 e Top Ply: f2�"�/Gr' Top Ply Fastener/Bond' g Mal al: 77/ 4�, Surfacing: nn,n ci noine Rim nmr;LADE—RESIDENTIAL C, m6j�- Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as"NA") System Manufacturer: c 4--It- Field:–1—"oc @ Lap,#Rows a @ oc NOA No.: 111 – O 2.1 y_ O/ 5L f Perimeter: G "oc @Lap,#Rows�@ L "oc Design Wind Pressures, From RAS 128 or Calculations: Corner: "oc @ Lap,#Rows,r @ 6"oc y Pmax1: )•p Pmax2: V,7 Pmax3: Number of Fasteners Per Insulation Max.Design Pressure, From the Specific NOA Board :erim:eter System: 52. SField: PCorner Deck: Type: �,✓Oo b Illustrate Components Noted and Gaugerrhickness: J/f Details as Applicable: Slope: ��'f��% Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.of Ply(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding aterial: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: i// Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: FT. Top Insulation Layer: /Yp.�iVGyor�1/o o� Parapet Top Insulation Size and Thickness: Height p<Top Insulation Fastener/Bonding Material: y e , Base Sheet(s)&No.of Piy(s): //.�j/,V�4 90 ' v FT. 9 Joe,C Mean Base Sheet F stener/Bon ing aterial: Roof �ht�.Q�/ >= <.d/J Height Ply Sheet(s)&No.of Ply Sheet Fastener/Bond' Mat vial: � �a Top Ply: ✓ !gyp v Top Ply Fastener/Bo ing Merjal:i t Surfacing: /¢' HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) r• I Roof System Manufacturer: �oG dC Product ApprovatNum"bir► /-2- -69 . 12- Minimum zMinimum Design Wind-Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: F-05 P3: Maximum Design Pressure Product Approval Specific System: Method of the attachment: 5M ,2 CoM o oa �;IV/Sj l �o o (�0101'fef_ �j�� ai �1 t /A/5 Steep Sloped Roof System Description Deck Type: i ' tJ ooh jype Underlayment: Roof Slope: \ 3O Insulation. I A04 I Fire Barrier: Ridge 7Vntilation? Fastener Type & Spacing: �lT T/� aF Adhesive Type: T ype Cap Sheet: o —� r-- 9 Roof Covering: Mean Roof Height: Type & Size Drip -------- dge: 2010 FLORIDA BUILDING CODE—RESIDENTIAL 44.23 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr. If the M,values are greater than or equal to the Mr values,for each area of the roof, then the tile attachment method is acceptable. Vethod"1-`,Moment Based Tile Calculations Per RAS 127" -M9:_ .// =Mr, . •? Product Approval M, l{O•y (PZ:GB• / x �� - �y -M9: .// =M, .1-S Product Approval M, /r`o'y (P,:/00•T x A ° 5, �,2�. qS�)-M9:�/� =M,,/ .,FY Product Approval M, t-V Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval M, M Re uired Moment Resistance* Mean Root Height-♦ Roof Sloe 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:=)-W: x cos 0: - =F„ Product Approval F (P2: x 1: = x w:=)-W: x cos 0: - =Fre Product Approval F (133: x 1: = x w:=_)-W: x cos 0: - =F13 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I=length w=width Product Approval All calculations must be submitted to the Building Official at the time of permit application. M I A M 1•DADE MIAMI-DADE COUNTY,FLORIDA _ �METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID®-Modified Bitumen Roof System for LWC 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. i This NOA revises NOA No. 08-0221.02 and consists of pages 1 through 47. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:'08-082225 Expiration Date: 11/06/13 CMu►MEoawecouNTY Approval Date: 02/25/09 Page 1 of 47 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-TecTM 412 Standard, Insulation fastener and various GAF Materials Corp. #14 and#15 extra Heavy Base Ply fastener for Duty Fastener,Heavy steel,wood&concrete Duty Roofing Fastener decks. 2. Drill-TecTM ASAP Pre-assembled Drill- various GAF Materials Corp. TecTM Fasteners and metal and plastic plates. 3. Drill-TecTM CR Base Base sheet fastening various GAF Materials Corp. Sheet Fastener and Plate assembly. 4. Drill-TecTM AccuTrac Square or Round Plate GAF Materials Corp. Plate or Drill-TecTM Steel Galvalume®coated steel Diameter: 3" Plates plates and 3 ''/2" 5. Drill-TecTM Plastic Round polypropylene Plate GAF Materials Corp. stress plates. Diameter: 3" and 3 '/2" 6. NTB Fasteners Fastener for use in various GAF Materials Corp. gypsum,tectum and lightweight insulating concrete decks. 7. Drill-Tec Locking Impact Base sheet fastener with 1.8"long w/ GAF Materials Corp. Nail integrated Plate. 2.7"dia. plate 8. Drill-TecTM CD-10 Insulation fastener and various GAF Materials Corp. Base Ply fastener for concrete decks. NOA No.: 08-0822.25 Expiration Date: 11/06/13 MIAMFD�IDECOUNTY Approval Date: 02/25/09 _]APPROVED IPage 8 of 47 Membrane Type: SBS/SBS Heat Weld Deck Type 4: Lightweight Concrete,Non-insulated(See System Limitation) Deck Description: Cellular or aggregate lightweight concrete System Type E(2):Base sheet mechanically attached. All General and System Limitations shall apply. Base Sheet: Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80 UltimaTM Base Sheet,GAFGLAS®STRATAVEN'T® EliminatorTM Nailable,RUBEROM* Mop Smooth or RUBEROID®20 mechanically fastened as described below. Fastening Options: Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 9"o.c.at the 2"wide side laps and 9"o.c.in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure-45psf,See General Limitation#7) Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 12"o.c.at the 2"wide side laps and 9"o.c. in three equally spaced rows in the field of the base sheet. (Maximum Design Pressure-45 psf,See General Limitation #7) Drill-Tec®Locking Impact Nail at a fastener spacing of 9"o.c.at the 4"wide side laps and 9"o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure-60 psf,See General Limitation#7) Drill-TecTM CR Base Sheet Fasteners at a fastener spacing of 7.5"o.c.at the 3" wide side laps and 7.5"o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure-75 psf,See General Limitation#7) Ply Sheet: (Optional)One or more plies of RUBEROID®20,GAFGLAS®Ply 4,GAFGLAS_ FlexPlyTM 6,RUBEROID®Mop Smooth,GAFGLAS®# 75 Base Sheet or GAFGLAS® # 80 UltimaTM Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or Leak Bustefrm MatrixTM 102 SBS Membrane Adhesive at I to 2 gal./sq. Membrane: One or morellies of RUBEROID®Mop Smooth,RUBEROID®Mop 170 FR, RUBEROID Mop Granule,RUBEROID®20,RUBEROID®Mop Plus Granule, RUBEROID®30 or RUBEROID®30 FR, RUBEROID®EnergyCap SBS 30 FR, RUBEROID®Mop FR or ULTRACLAD®SBS(adhered in hot asphalt only) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or with Leak BusterTM MatrixTM 102 SBS Membrane Adhesive at 1 to 2 gal./sq. Or RUBEROID®SBS Heat-WeIdTM Smooth,RUBEROID®SBS Heat-WeIdTM FR, RUBEROID®SBS Heat-WeIdTM Plus FR,RUBEROID®SBS Heat-WeIdTM 25, RUBEROID®SBS Heat-WeIdTM Granule,RUBEROID®SBS Heat-WeIdTM 170 FR, RUBEROID®EnergyCap SBS Heat Weld Plus FR,or ULTRACLAD® SBS applied according to manufacturer's application instructions. NOA No.: 08-0822.25 CMIAIMMADECCOKUNTY Expiration Date: 11/06/13 Approval Date: 02/25/09 Page 22 of 47 Surfacing: (Optional,required if RUBEROO Mop Smooth or RUBEROID®20 is top membrane) Install one of the following: I. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak Bustefrm MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak Bustefrm MatrixTm 303 Premium Fibered Aluminum Roof Coating,at 1.5 gal./sq. 4. Leak BusterTm Matrixrm 715,Leak BusterTM MatrixTm 322,TOPCOAT®MB PLUS, TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at 1 to 1.5 gal./sq. 5. Leak Bustefrm MatrixTm 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteTm roof coating applied at I to 1.5 gal./sq. 6. TOPCOAT®Surface Seal,TOPCOAT®Fireshield®SB Solvent based Elastomeric Roofing Membrane applied at 1 to 1.5 gal./sq. 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Options Above NOA No.: 08-0822.25 Expiration Date: 11/06/13 MIAMWADECOUNW Approval Date: 02/25/09 � Page 23 of 47 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LEVIITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft.o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 250 psi. GENERAL LUMTATIONS: 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 nailers,metal profile,and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#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 913- 72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 08-0822.25 Expiration Date: 11/06/13 MIAMIOADECOUR Approval Date: 02/25/09 Page 47 of 47 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY n� �:. 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT) Roofing Systems (TGFU)-Continued Roofing Systems(TGFU)-Continued t, Base Coat: "A-38 Series",0.75 gal/sq. "GAFI'EMP Permalite Recover Board" may be used in lieu of anype Second Base Coat: 'A-38 Series",0.75 gal/sq. insulation in any of the following•NC Classifications. Wear Coat: "A-38 Series',0.75 gal/sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with,' Sq. Roofing Asphalt"may be surfaced with"Fireshield MB"at 2.5-3.0 gaj - Surfacing: 'A-38 Series",0.75 gal/sq plus walnut shells at 0.75 lbs per Class A,B and C sq. Hot roofing asphalt,for use with organic and glass felts or modified W'. 46 Deck:NC Incline:3/4 membranes. y..' Foam: Spray application of 2-in.thick"Polyfoam 273"(2.7 Ib/ft.') "Ruberoid Heat Weld" SBS roofing membrane may be used in Ii Surfacing: Spray application of 28 to 34-mils"U-8730"(aluminum) "Ruberoid Mop"SBS products in any applicable Classification. 47 Deck:NCIncline:1/2 Class A Insulation: Spray application of.-2:: .thick"Polyfoam 273"(2.7 lb/ 1. Deck:C-15/32 Incline:3 " _ .`-a Insulation (Optional): One or more layers perlite, wood fiber�',""' '` Surfacin : S ra a lication ofd$to 34-mils U-S7S2"(ivory) .� �' y PP fiber, isocyanurate, urethane, perlite/isocyanurate composite, perli GAF.MATERIALSrCORP R1306 urethane composite,wood fiber/isocyanurate composite,phenolic);` thickness. 1. 1361 ALPS RD,WAYNE NJ.07470 _ Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply;4'4 "Ruberoid 20"or "Ruberoid Modified Base°Sheet" may be utilized as an "GAFGLAS Ply 6",hot mopped. alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum 2 Deck:C-15/32 Incline:2 DensDeckm may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): One or more layers perlite, wood fiber,. combustible(15/32 in.min)roof decks.The joints in the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite,petli overlayment board are offset 6 in.with the joints in the deck.if polystyrene is urethane composite,wood fiber/isocyanurate composite,phenolic;. part of the roof system,it must be placed below the overlayyment board. thickness.- Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet: Three or more layers Type GI "GAFGLAS Ply;l' Gyppssum DensDeck®in hot asphalt. "GAFGLAS Ply 6". "EnergyGuard Ultra" is an acceptable alternate to"EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced;!, applicablle Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". GAFStratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3. Deck:NC Incline:2 Cally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber,:..! exishng roof systems. GAFGLAS Pertit_Insulation may be utilized as a cover board over"EVER- fiber, isocyanurate, urethane, perlite/isocyanurate composite,per . GUARD"insulation in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,2`1" Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot Moppin asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4"or"CA rene reference in any f the following Classficatons include"ENERGuard E!'S CLAS Ply 6". Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap.Y References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ti lation". 4. Deck:NC Incline:1/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped. Type G2.'aspphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber "GAFGLAS#80 ULTIMA")is a suitable alternate for Type GI asphalt glass fiber ply Sheet("GAFGLAS Ply 4"or"GAFGLAS Ply 6")in the Class A,B or mat system. 5. Deck:C-15/32 Incline:1 C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck. sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet"(may be t Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed). mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type GI"GAFGLAS Ply 4"or GAFGLAS 7 . As an:option Type G2 asphalt glass mat base sheet ("GAFGLAS#75 Base Ply 6", Sheet","GAFGLASeW ULTMW'or"GAFStratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck:NC Incline:3 following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet". Bottom ply or base sheet may,be solid mopped,spot mopped or mechani- cally fastened. ply Sheet: One or more layers Type GI "GAFGLAS Ply 4"or'GAF- Unless otherwise indicated,all insulations may be hot mopped or mechani_ GLAS Ply 6'. rally fastened. Cap Sheet: One Dyer Type G3 "GAFGLAS Mineral Surfaced Cap': "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". Class A,B or C systems listed below. 7. Deck:C-15/32 Incline:2 When"perlite"is referenced, this includes "GAFTEMP PERMALITE©"or Insulation: One or more layers perlite, glass fiber, isocyanurate,ure-' any other UL Classified perlite insulation. thane,perlite/isocyanurate composite,perlite/urethane composite,phe-' Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic, 1.0 in.min(offset from plywood joints 6 in.). B or C systems listed. Base Sheet: One or more layers Type G1,G2 or G3�' Structural cement fiber building units are considered suitable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), as a deck in the following Class A,B or C systems listed over C-15/32 or NC. "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Granule) The use of gypsum board under any of the following Class A,B or C systems does not adversely effect the rating.The use of 1/2 in.min gypsum board is an or"Ruberoid Mop Plus"(granule). acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or The use of polystyrene insulation board between min 3/4 in.perlite board "EnergyCap Mineral Surfaced Cap Sheet",hot mopped. and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck:C-15/32 Incline:2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass I systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ "BMCA EnergyGuard RA","BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic,any I EnergyGuard RA'may be substituted for any Atlas polyisocyanurate insula- thickness. tion to any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Ply Sheet(Optional): One y more layers Type GI. ! Felt Systems with Hot Roofing AsphMembrane: One or more layers"Ruberoid Torch"(Smooth or Granule), alt". M GAFGLAS#8(1�remilrm Base Sheet may be used in any of the following Y systems. "Ruberoid Torch Plus".(granule),"Ruberoid Mop"(�mooth or Granule) "GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6". or"Ruberoid Mop Plus"(granule). LOOK FOR THE UL MARK ON PRODUCT euut rtuurtwta MAI hHIALS AND L�51TEMS'DIRECTORY 1 194 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIAUS'�{EVT) r Roofing Systems (TGFU)-Continued Roofing Systems (TGFU)-Continued 1 r 3. Deck:C-15/32 Incline:Unlimited Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness! Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule 1"(modified bitumen). o 3 fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Slip Sheet: 0.004 in.polyethylene(not UL Classified). urethane composite,wood fiber/isocyanurate composite,phenolic,any Surfacing: 3/4 in.thick concrete with one layer of No.10 Summerville,, thickness. Quarry tile(or equivalent)grouted in place. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or 5. Deck:NC Incline:2 "GAFGLAS Ply 6". Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.;, I Surfacing: "Weather Coat Emulsion"at 3 gal/sq. Membrane: "Ruberoid Torch Granule 1"(modified bitumen). FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1-1/2 in. diam river bottom stone at 1000 lb/sq or 1. Deck:NC Incline:Unlimited concrete pavers weighing not less than 10 lb/sq ft and spaced not more Surfacing: "Weathercote Low VOC"or"Weathercote"-2 gal/sq. than 1/8 in. SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED 6Deck:NC Incline:3 . Unless otherwise indicateBITUMEN) Insulation: a)Polystyrene,2 in.max,b)Isocyanurate,any thickness,laid p d phenolic insulation may be used in any of the loose) j; following systems. y Unless otherwise indicated any of the following Single Ply Membrane Membrane: "EverGuard SR"or"EverGuard FB",40-100 mil(TPA),laid Systems may utilize multiple layers of Ruberoid Membrane. loosely. GAF Premium Aluminum Roof Coating" may be used on any of theSurfacing: River bottom stone(3/4- 1-1/2 in.diam)at 1000 Ib/sq or following Classifications not exceeding 1/2 in. concrete roof pavers. "GAF Weater Coat Emulsion" may be used on any of the following 7. Deck:C-15/32 Incline:1/2 1 noncombustible Classifications not exceeding 1/2 in. 1 Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Slip Sheet: One or more layers Atlas Roofing "FR50", mechanically Karnak"No.81"adhesives may be used in any of the following fastened. noncombus- tible deck Classifications. Membrane: "EverGuard TPOZ Plus",45 mil. Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/sq or Classifications. concrete roof pavers. GAFGLAS#80 Premium Base Sheet may be used in any of the following 8. Deck:C-15/32 Incline:1/2 Systems. Base Sheet: Two or more layers Type G2,"GAFGLAS Basesheet#75",, (Optional)Noncombustible deck classifications are applicable for use over mechanically fastened. combustible(15/32 in.min plywood)decks when 1/2 in.(min)gypsum board z or 1/ in.(min)G-P Gypsum DensDeck®are used directly over the deck with Membrane: "EverGuard TPO Plus",45 mil. all joints staggered 6 in.(min)from plywood joints. Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 10001bs/sq or j A vapor barrior may be optionally installed under all systems utilizing concrete roof pavers. 1 "EVERGUARD"insulation."EVERGUARD"insulation is an acceptable -Class A-Fully Adhered !. alternate in any polyisocyanurate insulation of the following systems.GAF- 1. Deck:NC Incline:1/2 GLAS Perlite may be used as antion over EVERGUARD insulation.GAF- Insulation (Optional): One or more layers perlite, wood fiber, glass GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ in any of the following systems. The following membranes may be used interchangeablyurethane composite,wood fiber/isocyanurate composite,phenolic,any , within their own P group: thickness. I A. "Ruberoid Torch Granule","Ruberoid Torch Granule Plus","Ruberoid Base Sheet(Optional): One or more layers Type GI,G2 or G3. Torch Granule 1",Ruberoid Torch 180. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), B. "Ruberoid Mop Smooth","SBS HW Smooth","Ruberoid 601 Cap Plus", "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) ` "Ruberoid 30". or"Ruberoid Mop Plus Granule"(granule). C. "Ruberoid Mop Granule',"Ruberoid Mop Plus Granule","SBS HW Surfacing: Gravel,400 lbs/sq,loose laid or applied in a flood coat of hot Granule',"SBS HW Plus". roofing asphalt. D. "Ruberoid Mop 170 FR(1 sq)","Ruberoid Mop 170 FR(1/2 sq)". 2. Deck:NC Incline:1/2 ` E. 'Ruberoid Mop FR 2",Ruberoid 30 FR","Ruberoid SBS Heat Weld 170 Base Sheet(Optional): One or more layers Type GI,G2 or G3. FR". Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), 4`. F. 'Ruberoid 20","SBS HW(Heat Weld)25". "Ruberoid Torch Granule Plus",."Ruberoid Mop"(Smooth or Granule) t G. "Flame Free 180 FR","Ruberoid Torch FR","Brai Supreme Plus APP > Granule FR","GBSP-250FR","Brai Supreme-APP Granule FR". or"Ruberoid Mop Plus Granule". Unless otherwise indicated,the Modified Bitumen(Granule)membrane may Coating: Karnak No.97,1-1/2-3 gal/sq. be surfaced with "Fireshield MB" at 2.5-3.0 gal/sq,and the incline of the 3. Deck:NC Incline:1/4 I resultant system would be increased to a 3/4 in.incline.But if the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glass d Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber,any thickness. system would be maintained when surfaced with"Fireshield MB"at 2.5-3.0 Base Sheet(OptI76&il): One or more layers Type Gl,G2 or G3. gal/le Membrane: One or-more layers"Ruberoid Torch"(Smooth or Granule), Unless otherwise indicated"Ruberoid EnergyCap SBS 30FR"is an acceptable "Ruberoid Torch Granule Plus","Ruberoid Mop Granule"or"Ruberoid N alternate for"Ruberoid 30 FR"or"Ruberoid Mop 170 FR"in any applicable Mop Plus Granule". N Classification. Coating: K nak N 97 1 1/2-3 gal/sq. i' Class A-Ballasted 5_ o, 1. Deck:NC Incline:2 4. Deck:C-15/32 _ ---. Incline:1/� Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- mechanically fastened. + Insulation: One or two layers"Isotherm R",any thickness,loose laid or thane,perlite/isocyanurate composite,perlite/urethane composite,phe- nolic,1-1/2 in.min thickness(offset from plywood joints 6 in.). Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or G3. Surfacing: HRiver bottom stone,3/4 to 1-1/2 in.diam,1000 lbs/sq. 2. Deck:C-15/32 Ply Sheet(Optional): One or more layers Type Gl. Incline:1/4(NC-2) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Insulation: Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Surfacing: ,Gravel at 400 lbs/sq, loose laid or concrete blocks, at 10 "Ruberoid Mop Plus Granule". lbs/sq and spaced not more than 1/8 in. Suifacirigi'-Karnak No.97,1-1/2-3 gal/sq. 3. Deck:NC 5. Deck:NC Incline:1/2 9 Incline:3 Base Sheet(Optional): One or more layers Type GI,G2 or G3. t Insulation(Optional): Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. Type G2. Membrane: One more layers"Ruberoid Torch"(Smooth or Granule), Base Sheet(Optional): Type 15 asphalt organic felt or T YP "Ruberoid Torch Granule Plus". Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Surfacin i.Gravel.., ) Surfacing (Optional): 'Karnak "No. 97" or "169" at 1-3 gal/sq or a g• Grundy Ind."20 F Emulsion"at 3 gal/sq. d.., Deck:C-15/32 Incline:1/4 6. Deck:C-15/32 (', Incline:1/2 a LOOK'FOR TH€`uL MARK ON'PRODUCT r 2007 ROOFING MATERIALS AND SYSTEMS DIRECTOR 1 ROOF COVERING MATERIALS(TENT) 195 ROOF COVERING MATERIALS(TENT) - r• Roofing Systems (TGFU)—Continued d" Roofing Systems (TGFU)—Continued 1,hot mopped in Insulation: One or more layers perlite,glass fiber,3/4 in.min,isocya- Ply Sheet (Optional): One or more layers Type G place. nurate,urethane,perlite/isocyanurate composite,perlite/urethane com- Membrane: One layer"Ruberoid Torch Smooth"(smooth),"Ruberoid posite,1-1/2 in.min. Mo Smooth' Y P (granule). Base Sheet(Optional): One or more layers Type Gl,G2 or G3. Membrane: One layer"Ruberoid Mo 170 FR" e �) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), 19 Deck:NC Incline:1/2 "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) Insulation (Optional): One or more layers perlite, glassfiber, isocya- or"Ruberoid Mop Plus Granule". nurate,urethane or perlite/isocyanurate composite,any,thickness. Surfacing: Gravel. Base Sheet: One or more plies Type Gl or G2,hot mopped or adhered �r ;7: Deck:C-15/32 Incline:1/2 with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold e '? Insulation (Optional): One or more layers perlite, wood fiber, glass applied adhesive at 1-1/2 gal/sq. Membrane: One layer"Ruberoid Mop 170 FR",hot mopped or adhered I fibers isocyanurate, urethane per[Ite/ianurate composite, perlite/ PP (' ureth e.composite,wood fibe isocyanufMv composite. with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold id Base Sheet Two or more layers Type G2 or G3. applied adhesive at 1-1/2 gal/sq. i Ply Sheet(Optional): One or more layers Type Gl. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Z1 . Deck:C-15/32 Incline:1/2 id "Ruberoid Torch Granule Plus", Ruberoid Mop" (Smooth or Granule) Insulation(Optional): Polyisocyanurate,wood fiber,perlite,glassier or"Ruberoid Mop Plus Granule". any thickness,hot mopped or mechanically fastened. or + Surfacing: Karnak No.97,1-1/2-3 gal/sq or gravel. Base Sheet: One or more plies Type G2"GAFGLAS#75"base sheets, f $. Deck:NC Incline:1/2 hot mopped or mechanically fastened. Membrane: One or more plies"Ruberoid 30 FR"hot mopped in place. Insulation: One or more layers perlite,glass fiber,3/4 in.min,isocya- PP Incline:1/2 lly nurate,urethane,perlite/isocyanurate composite,perlite/urethane com- 22 Deck:C-15/32 posite,1-1/2 in.min. Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass ' 1 Base Sheet(Optional): One or more layers Type GI,G2 or G3. fiber an thickness,hot mopped or mechanically fastened. 44 Base Sheet: One or more plies Type G2"GAFGLAS#75"hot mopped or y Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Y "Ruberoid Torch Granule Plus","Ruberoid Mop" (Smooth or Granule) or mechanically fastened. or"Ruberoid Mop Plus Granule". PI Sheet: One or more plies"Ruberoid 20",hot mopped in place. j Membrane: One or more plies"Ruberoid 30 FR",hot mopped m place 5,, Surfacing: Grundy"AL MB Aluminum Roof Coating"at l-2 gal/sq. Y Incline:1/2 9. Deck:C-15/32 Incline:1/2 Insulation(Optional(: Fiber glass or perlite,mechanically fastened. Insulation(Optional): One or more layers perlite,glass fiber,perlite/ e/ 23. Deck:alio 3 1 or min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Base Sheet: One or more layers Type G2,hot mopped or me chanica111 1' thane composite,phenolic,1-1/2 in.min. fastened. 1 ure p Base Sheet: One or more layers Type G2'GAFGLAS#75 Base Sheet", Ply Sheet: Two or more layers Type Gl,hot mopped or mechanics hot mopped or mechanically fastened in place. fastened. lass Ply Sheet: One or more layers Type Gl"GAFGLAS Ply 4",hot mopped Membrane: "Ruberoid 30"or"Ruberoid Modified Cap Membrane: Sheet 601",he itein place./ mopped in place. any .f "Ruberoid Mop 170 FR". Surfacing: Karnak Chemical "Karnak sFibrated Aluminur Asphalt Roof Coating"or Karnak No.97 Asbestos Free Aluminum Roc Surfacing (Optional): "GAF Fibered Alumin um Coating at 1-1/2 g' gal/sq or"GAF Weather Coat Emulsion"at 3 gal/sq. Coating"at 1 to 2 gal/sq. Incline:1/4 .ale), { 10; Deleted 24. Deck:NC ale) I 11. : Polyisocyanurate, perlite, glass fiber or•woo Deleted Insulation (Optional) a € 12:Deleted fiber,2 in.max. t 13.-,,Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechanical f hot 14.. Deleted !� Incline:1/2 fastened or adhered with hot roofing asphalt. 112�,'T,Deck C-15/32 Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminu ule), perlite/isocyanurate composite. Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum Ro rule) Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped Coating"at 1 to 2 gal/sq. Incline:1/4 or mechanically fastened. Insulation: Two layers glass fiber(staggered joints),1 in.each. Pik,Sheet (Optional): One or more layers Type Gl, hot mopped in 25. Deck:C-15/32 place. Base Sheet: Type G2, mechanically fastened or adhered with h glass Membrane: "Ruberoid.Mop 170 FR".Incline:1/2 roofing asphalt. 16. Deck:G15/32 Membrane: "Ruberoid To Granule 1"(modified bitumen). insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumina perlite/isocyanurate composite,offset 6 in.from joints. Asphalt Roof Coating'at 1 to 2 gal/sg sale), Incline:1/4 of mechanically fastened. Base Sheet: One or more layers Type G-2 or G-3 base sheet,hot mopped 26 Deck:NC eroid Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Ply Sheet (Optional): One or more layers Type G-1, hot mopped in Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumina place. As halt Roof Coating"at 1 to 2 gal/sglncline:1/2 ure- ('Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop 27 Deck:NC Smooth". Insulation (Optional): phe- Perlite, wood fiber or glass fiber, 1 in. m " Membrane: One layer"Ruberoid Mop 170 FR . mechanically fastened or adhered with hot roofing asphalt. 17. D''eck: Incline:1 Base Sheet: Type G2 or"Flex Base 60" (modified bitumen),mechi insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, rally fastened or adhered with hot roofing asphalt. nule), urethane or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1',heat fused. nule), Base Sheet: One or more layers Type G2 or G3 base sheet,hot.mopped Surfacing: Monsey Products "Endure Aluminum Roof CoaHr anule) or mechanically fastened. "Weather Check"or"Pro-Grade Aluminum Roof Coating",1.5•gal% 'Ply Sheet (Optional): One or more layers Type Gl, hot mopped in fibeInclr, l/2 28. Deck:NC place. Insulation(Optional): Perlite, fiber,glass fiber or isocyariiari Membrane: One layer"Ruberoid Mop 170 FR" urethane board,2 in.max,mechanically fastened.mechanical( fastenee mule), ' i$. Deck:NC Incline:1/2 Base Sheet: Type G2 (modified bitaunen), Y Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, adhered with hot roofing asphalt. 4thime or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1" (m [sq or odified bitumen), f Base Sheet(Optional): One or more layers Type G-2 or G-3 base sheet, fused. hot mopped or mechanically fastened. LOOK.FOR THE`UL MARK ON PRODUCT M I A M I-DADE MIAMI-DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) rGAF Material Corporation 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade - County Product Control Division 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 and 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 revises NOA No.07-1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L.Acebo. V--/' NOA No.: 09-0224.01 0. Expiration Date: 11/06/13 CDADECDUNTY Approval Date: 04/08/09 "'' ' t� Page 1 of 31 Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32" 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: FireOutTM Fire Barrier Coating,VersaShieldo Non-Asphaltic Fiberglass-Based (optional) Underlayment or SecurockTM Base sheet: GAFGLAS®#80 ULTIMA TM Base Sheet, STRATAVENT*EliminatorTM Nailable, RUBEROID®Modified Base Sheet, RUBEROID®20,RUBEROID® SBS Heat-WeldTM Smooth or RUBEROID®SBS Heat-WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS®Ply 4, GAFGLAS®Flex P1yTM 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®Flex PlyTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 12"o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf,See General Limitation#7) GAFGLAS®Flex P1yTM 6,GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9"o.c. in the field. (Maximum Design Pressure—52.5 psf,See General Limitation#7) GAFGLAS®#80 ULTIMATM,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-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 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-TecTM 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.: 09-0224.01 OUNTY Expiration Date: 11/06/13 M ;; Approval Date: 04/08/09 Page 27 of 31 GAFGLAS®#75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM#12 standard,#14 or# 15 Screws and 3"Drill-TecTM steel plate or Drill-TecTM AccuTrac Plates, 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®Flex P1yTM 6, GAFGLAS®#80,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 20-40 lbs./sq. Membrane: One or more plies of RUBEROID®MOP Smooth,RUBEROID®Mop 170 FR, RUBEROID®Map Granule,Roof MatchTM SBS Mop Granule,RUBEROID®Mop Plus Granule,RUBEROID®20,RUBEROID®30,RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID®Mop FR or RUBEROID ULTRACLAD®SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or, One or more plies of RUBEROID®MOP Smooth,RUBEROID®Mop Granule, Roof MatchTM SBS Mop Granule,RUBEROID®Mop 170 FR,RUBEROID®Mop Plus Granule,RUBEROID®20,RUBEROID®30,RUBEROID®EnergyCap SBS 30 FR,RUBEROID®30 FR or RUBEROID®Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixrM 102 SBS Adhesive at an application rate of 1-2 gal./sq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane)Install one of the following: 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 60 lbs./sq.or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,GAFGLAS®Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating,at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715,Leak BusterTM MatrixTM 322,TOPCOAT® MB+,TOPCOAT®Fireshield Elastomeric Roofing Membrane,applied at l to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote®roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT'Surface Seal,TOPCOAT®Fireshield®SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above NOA No.: 09-0224.01 Expiration Date: 11/06/13 CiMM DnoeeoUNTY Approval Date: 04/08/09 ' ' Page 28 of 31 a s WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4"Dens Deck or ''/i' Type X gypsum board is acceptable to be installed directly over the wood deck. Gv-NERALLIMITATioNs 1. Fire classification is nolpart of this acceptance, refer to a current Approved Roofing Materials Directory for`fire ratings of this paduct . 2. In��ulatjon 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 2040 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 ibf. 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 nailers,metal profile,and/or flashing tennination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09-0224.01 MIAMWADE COUNTY Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY M1, 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT) Roofing Systems(TGFU)-Continued Roofing Systems(TGFU)-Continued Base Coat: "A-38 Series",0.75 gal/sq. "GAI'TEMP Permalite Recover Board" may be used in lieu of any,.pe Second Base Coat: 'A-.38 Series",0.75 gal/sq. insulation in any of the following NC Classifications. Wear Coat: "A-38 Series',0.75 gal/sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with'•'. Roofing Asphalt"may be surfaced with"Fireshield MB"at 2.5-3.0 gal Surfacing: 'A-38 Series",0.75 gal/sq plus walnut shells at 0.75 lbs per Class A,B and C sq. Hot roofing asphalt,for use with organic and glass felts or modified bi 46 Deck:NC Incline:3/4 membranes. c, Foam: Spray application of 2-in.thick"Polyfoam 273"(2.7 Ib/ft.') "Ruberoid Heat Weld" SBS roofing membrane may be used in li Surfacing: Spray application of 28 to 34-mils"U-8730"(aluminum) "Ruberoid Mop"SBS products in any applicable Classification. 47 Deck:NC Incline:1/2 Class A Insulation: Spray application of2_iv,:thick"Polyfoam 273"(2.7 Ib/ft.s 1. Deck:C-15/32 Incline:3 Insulation (Optional): One or more layers perlite, wood fiber;; Surfacing. Spray application of t t6'34-mils U-5782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite, perli urethane composite,wood fiber/isocyanurate composite,phenolic; GAF.MATERIALS CORP 81306 thickness. :? 1361 ALPS RD,WAYNE NJ.07470 Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply "Ruberoid 20"or"Ruberoid Modified Base Sheet" may be utilized as an "GAFGLAS Ply 6",hot mopped. " alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum 2 Deck:C-15/32 Incline:2 DensDeck®may be used in any existing noncombustible deck Classification. r When this is done, the resulting roofing system is acceptable for use over Insulation (Optional): One or more layers perlite, wood fiber,: combustible(15/32 in.min)roof decks.The joints in the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite,perfii' overlayment board are offset 6 in.with the joints in the deck.If polystyrene is urethane composite,wood fiber/isocyanurate composite,phenolic; part of the roof system,it must beplaced below the overlayyCent board. thickness._ s) Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet:' Three or more layers Type GI "GAFGLAS Ply:i4' Gyppsum DensDeck®in hot asphalt. "GAFGLAS Ply 6". "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfac' applicablle Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". GAF Stratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- 3. Deck:NC Incline:2 tally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber, ` existing roofs stems. fiber, isocyanurate, urethane, perlite/isocyanurate anurate tom osite, per' GAFGLAS Perlite Insulation may be utilized as a cover board over"EVER- y P y P Pe GUARD"insulation in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,2" Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot mo pin asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4"or"GAF rene reference in any of the following Classficatons include"ENERGuard EPS CLAS Ply 6". Insulation". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap, References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". lation". 4. Deck:NC Incline:1/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"Isotherm R",4 in.max,hot mopped. Type G2.asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber "GAFGLAS# ULTIMA")is a suitable alternate for Type Gl asphalt glass mat system. fiber ply Sheet("GAFGLAS Ply 4"or"GAFGLAS Ply 6")in the Class A,B or 5. Deck:C-15/32 Incline:1 C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck. sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet"(may be Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed). mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type G1"GAFGLAS Ply 4"or GAFGLAS 1 As an option Type G2 asphalt glass mat base sheet("GAFGLAS#75 Base Ply 6. Sheet","GAFGLAS#80 ULTIMA' or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Nailable)" may be substituted for GI asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck:NC Incline:3 following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet". Bottom ply or base sheet may be solid mopped,spot mopped or mechani- Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4"or"GAF- cally fastened. GLAS Plv 6". Unless otherwise indicated,all insulations may be hot mopped or mechani- Cap Sheet: One Dyer Type G3 "GAFGLAS Mineral Surfaced Cap': tally fastened. "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". Class A,B or C systems listed below. 7. Deck:C-15/32 Incline:2 When"perlite"is referenced, this includes "GAFTEMP PERMALITEO"or Insulation: One or more layers perlite, glass fiber, isocyanurate,ure•' any other UL Classified perlite insulation. thane,perlite/isocyanurate composite,perlite/urethane composite,phe-' Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic, 1.0 in.min(offset from plywood joints 6 in.). B or C systems listed. Base Sheet: One or more layers Type G1,G2 or G3, Structural cement fiber building units are considered suitable to be included Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), as a deck in the following Class A,B or C systems listed over C-15/32 or NC. "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Granule) The use of gypsum board under any of the following Class A,B or C systems "Ruberoid Mo Plus"(granule). does not adversely effect the rating.The use of 1/2 in.min gypsum board is an or P g acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or The use of polystyrene insulation board between min 3/4 in. erlite board "EnergyCap Mineral Surfaced Cap Sheet hot mopped. and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck:C-15/32 Incline:2 4 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glass I systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ 'BMCA EnergyGuard RA","BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocya nurate composite,phenolic,any i EnergyGuard RA may be substituted for any Atlas polyisocyanurate insula- thickness. tion in any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull"Perma Mop"may utilized with any of the following"Asphalt Ply Sheet(Optional): One or more layers Type Cl. Felt Systems with Hot Roofing Asphalt". GAFGLAS#80 Premivm Base Sheet may be used in any of the following Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), systems. "Ruberoid Torch Plus".(granule),"Ruberoid Mop"(�mooth or Granule) "GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6". or"Ruberoid Mop Plus"(granule). LOOK FOR THE UL MARK ON PRODUCT ZVU1 PlUUMNLi MAIEH1ALS AND 4.J51TEMS DIRECTORY f 194 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERMGSAWEVT) Roofing Systems(TGFU)-Continued Roofing Systems(TGFU)-Continued 3. Deck:C-15/32 Incline:Unlimited Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.:; Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule I"(modified bitumen). fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Slip Sheet: 0.004 in.polyethylene(not UL Classified). urethane composite,wood fiber/isocyanurate composite,phenolic,any Surfacing: 3/4 in.thick concrete with one layer of No.10 Summerville thickness. Quarry tile(or equivalent)grouted in place. b Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or 5. Deck:NC Incline:2 "GAFGLAS Ply 6". Insulation(Optional): Perlite,glass fiber or wood fiber,any thickness.47 Surfacing: "Weather Coat Emulsion"at 3 gal/sq. Membrane: "Ruberoid Torch Granule 1"(modified bitumen). FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1-1/2 in. diam river bottom stone at 1000 Ib/sq oo''j 1. Deck:NC Incline:Unlimited concrete pavers weighing not less than 1016/sq ft and spaced not more Surfacing: "Weathercote Low VOC"or"Weathercote"-2 gal/sq. than 1/8 in. SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED 6. Deck:NC Incline:3 BITUMEN) Insulation: a)Polystvrene,2 in.max,b)lsocyanurate,any thickness,laid Unless otherwise indicated phenolic insulation may be used in any of the loosely following systems. Unless otherwise indicated any of the following Single Ply Membrane Membrane: "EverGuard SR"or"EverGuard FB",40-100 mil(TPA),laid . Systems may utilize multiple layers of Ruberoid Membrane. loosely. "GAF Premium Aluminum Roof Coating" may be used on any of the Surfacing: River bottom stone(3/4- 1-1/2 in.diam)at 1000 Ib/sq or following Classifications not exceeding 1/2 in. concrete roof pavers. "GAF Weater Coat Emulsion" may be used on any of the following 7. Deck:C-15/32 Incline:1/2 noncombustible Classifications not exceeding 1/2 in. Slip Sheet: One or more layers Atlas Roofing"FR50",mechanically Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and fastened. Karnak"No.81"adhesives may be used in any of the following noncombus- tible deck Classifications. Membrane: "EverGuard TPO'Plus",45 mil Tropical Asphalt"No.711 AF"adhesive may be used in any of the following Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/sq or Classifications. concrete roof pavers. GAFGLAS#80 Premium Base Sheet may be used in any of the following 8. Deck:C-15/32 Incline:1/2 systems. Base Sheet: Two or more layers Type G2,"GAFGLAS Basesheet#75", (Optional)Noncombustible deck classifications are applicable for use over mechanically fastened. combustible(15/32 in.min plywood)decks when 1/2 in.(min)gypsum board Membrane: "EverGuard TPOZ Plus",45 mil. or 1/4 in.(min)G-P Gypsum DensDeckm are used directly over the deck with Surfacing: River bottom stone,(3/4 to 1-1/2 in.diam)at 1000 lbs/ or ?. all joints staggered 6 in.(min)from plywood joints. s9 A vapor barrior may be optionally installed under all systems utilizing rnncrete roof pavers. "EVERGUARD"insulation."EVERGUARD"insulation is an acceptable Class A-Fully Adhered alternate in any polyisocyanurate insulation of the following systems.GAF- 1. Deck:NC Incline:1/2 CLAS Perlite may be used as an option over EVERGUARD insulation.GAF- Insulation (Optional): One or more layers perlite, wood fiber, glass GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ in any of the following systems. urethane composite,wood fiber/isocyanurate composite,phenolic,any The following membranes may be used interchangeably within their own thickness. group: Base Sheet(Optional): One or more layers Type GL G2 or G3. A. "Ruberoid Torch Granule","Ruberoid Torch Granule Plus","Ruberoid Membrane: One or more layers"Ruberoid Torch" Smooth or Granule Torch Granule l",Ruberoid Torch 180. Y ( ), B. "Ruberoid Mop Smooth "SBS HW Smooth","Ruberoid 601 Cap Plus", "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) "Ruberoid 30' . or"Ruberoid Mop Plus Granule"(granule). C. "Ruberoid Mop Granule","Ruberoid Mop Plus Granule","SBS HW Surfacing: Gravel,400 lbs/sq,loose laid or applied in a flood coat of hot Granule","SBS HW Plus". roofing asphalt. D. "Ruberoid Mop 170 FR(1 sq)","Ruberoid Mop 170 FR(l/2 sq)". 2. Deck:NC Incline:1/2 E. "Ruberoid Mop FR 2 Ruberoid 30 FR","Ruberoid SBS Heat Weld 170 Base Sheet(Optional): One or more layers Type GI,G2 or G3. FR". Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), F. "Ruberoid 20","SBS HW(Heat Weld)25". "Ruberoid Torch Granule Plus''. "Ruberoid Mop"(Smooth or Granule) G. "Flame Free 180 FR","Ruberoid Torch FR","Brai Supreme Plus APP or"Ruberoid Mop Plus Granule". Granule FR","GBSP-250FR","Brai Supreme-APP Granule FR". Coating: Karnak No.97,1-1/2-3 gal/sq. Unless otherwise indicated,the Modified Bitumen(Granule)membrane may 3. Deck:NC Incline:1/4 be surfaced with"Fireshield MB"at 2.5-3.0*al/sq,and the incline of the resultant system would be increased to a 3/4 in.incline.But if the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glass Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber,any thickness. system would be maintained when surfaced with"Fireshield MB"at 2.5-3.0 Base Sheet(Op ti0 11): 'One or more layers Type G1,G2 or G3. gal/sq. Membrane: One oc-more layers"Ruberoid Torch"(Smooth or Granule), Unless otherwise indicated"Ruberoid EnergyCap SBS 30FR"is an accertable "Ruberoid Torcfi Granule Plus","Ruberoid Mop Granule"or"Ruberoid alternate for"Ruberoid 30 FR"or"Ruberoid Mop 170 FR" in any app icable Mop Plus Granule". Classification. Coating: Katndk No;--97-,4_-l/2-3 gal/sq. Class A-Ballasted 4. Deck:C-15/32 - _ - Incline:1/� 1. Deck:NC Incline:2 Insulation: One or more layers Perlite,glass fiber, isocyanurate, ure i Insulation: One or two layers"Isotherm R",any thickness,loose laid or thane,perlite/isocyanurate composite,perlite/urethane composite,phe- ..': mechanically fastened. nolic, 1-1/2 in.min thickness(offset from plywood joints 6 in.). Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or C3. Surfacing: .,,River bottom stone,3/4 to 1-1/2 in.diam, 1000 lbs/sq. Ply Sheet(Optional): One or more layers Type G1. 2. Deck:.C-15/32.. incline:1/4(NC-2) Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Insulation: Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. "Ruberoid Torch Granule Plus","Ruberoid Mop"(Smooth or Granule) Membrane: "Ruberoid Torch Granule 1"(modified bitumen). _-"Ruberoid Mop Plus Granule". Surfacing: Gravel at 400 lbs/sq, loose laid or concrete blocks, at 10 Sur-facirig;, Karnak No.97,1-1/2-3 gal/sq. lbs/sq and spaced not more than 1/8 in. 5. Deck:NC Incline:1/2 3. Deck:NC Incline:3 Base Sheet(Optional): One or more layers Type GI,G2 or G3. Insulation(Optional): Perlite,glass fiber or wood fiber,3/4 to 1-1/2 in. Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Base Sheet(Optional): Type 15 asphalt organic felt or Type G2. "Ruberoid'Torch Granule Plus". Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Surfacing (Optional): -Karnak "No. 97" or "169" at 1-3 gal/sq or- Surfacing'.'•.Gravel' Grundy Ind."20 F Emulsion"at 3 gal/sq. d. Deck:C-15/32 Incline: 1/4 6. Deck:C-15/32 ( Incline:1/2 LOOK"FOR THE-UL'MARK'ON PRODUCT 1 2007 ROOFING MAI hKIALZ)r.r.o ROOF COVERING MATERIALS(TEVT) 195 4;. ROOF COVERING MATERIALS(TENT) Roofing Systems(TGFU)—Continued A Roofing Systems(TGFU)— Continued lass fiber,3/4 in.min,isocya- Ply Sheet (Optional): One or more layers Type G-1,hot mopped in Insulation: One or more layers perlite,g elite/urethane com- place• l nurate,urethane;perlite/isocyanurate composite,pe Membrane: One layer"Ruberoid Torch Smooth"(smooth),"Ruberoid ,) *' posite,1-1/2 in.min. Mop Smooth" ranula). s' r, tional): One or more layers Type GI,G2 or G3. Membrane: One layer"Ruberoid Moprat 0 R'/2 e h i. Base Sheet(Op' 19. Deck:NC ;•• �j; Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule), Insulation (Optional): One or more layers perlite,glass fiber,rsucya "Ruberoid Torch Granule Plus","Ruberoid Mop"'(Smooth or Granule) i:. • or"Ruberoid Mop Plus Granule". nurate,urethane or perlite/isocyanurate composite,any thickness. t %. Base Sheet: One or more plies Type GI or G2,hot mopped or adherei Surfacing: Gravel. Incline:1/2 ."•7: Deck:C-15/32 with Karnak Chemical "No. 81" or Gibson-Homan 'No. 6160" colt rr applied adhesive at 1-1/2 gal/sq. •e Insulation lOptionaU: One - more layers composite,sper e p Membrane: One layer"Ruberoid Mop 170 FR",hot mopped or adhere i•. fiber,i5Ucyanurate, urethane, per'I1Te/a Me composite. urer,iyo composite,wood fib isay with Karnak Chemical "No. 81" or Gibson Homan "No. 6160" col applied adhesive at 1-1/2 gal/sq. Base Sheet Two or more layers Type G2 or G3. 20 Deleted id „ Ply Sheet(Optional): One or more layers Type G1. Incline:1/2 Membrane: One or mere layers"Ruberoid Torch"(Smi oth or Granule), 21 Deck:C 15/32 rlite,glass fib id ;• insulation(Optional): Polyisixyanurate,wiwd fiber,pe "Ruberoid Torch Granule Pius "Rul !aid Mop" (Smooth or Granule) any thickness,hot mopped or mechanically fastened. or"Ruberoid Mop Plus Granule". g or ravel. lies T G2"GAFGLAS#75"base slice' or :i Surfacing. Karnak No.97,1-1/2-3 al/sq g Base Sheet: One or more p Type Incline:1/2 hot mopped or mechanically fastened. pped. I g. Deck NC Membrane: One or more plies'Ruberoid 30 FR"hot mo m ']a' Insulation: One or more layers perlite,glass fiber,3/4 itr.min,isocya- Incline:1/2 Ily nurate,urethane,perlite/isocyanurate composite,perlite/urethane corn- 22 peck:C-15/32 site,1-1/2 in.min. ars T G1,G2 or G3. Insulation (Optional): Polyisocyanurate, wood fiber, perlite,or gl: Po fiber any thickness,hot mopped or mechanically fastened. 7•'•• Base Sheet(Optional): One or more lay Type ,;.,�- Base Sheet: One or more plies Type G2"GAFGLAS#i75"hot mopF or ,;n� Membrane: One or more layers"Ruberoid o dTMop"(Smooth or Granule) or mechanically fastened. "Ruberoid Torch Granule Plus", or"Ruberoid Mop Plus Granule". Ply Sheet: One or more plies"Ruberoid 20",hot mopped in place.li Incline:1/2 Membrane: One or more plies"Rube"Ruberoid g: FR"%�of mop P Surfacing: Grundy"ALM Aluminum Roof Coating at 1 2 gal/sq. Deck:C 15/32 lass Fiber,3/4 in. 23. Deck:C-15/32 or mechanic Insulation(OptionaU: One or more layers peraitee,composite, perlite./ Insulation(Optional): Fiber glass or perlite,mechanically fastened anurate, urethane, perlite/isocy Base Sheet: One or more layers Type G2,hot mopped or mechanic I or •;,.: min, isocy fastened. `5,.. urethane composite,phenolic,1 1/2 m.men• • +<-.; Ply Sheet: Two or more layers Type Gl,hot mopped Base Sheet: One or more layers Type G2"GAFGLAS#f75 Base Sheet", fastened. hot mopped or mechanically'fastened in place. x x, Membrane: "Ruberoid 30"or"Ruberoid Modified Cap Sheet 60]', Ply Sheet: One or more layers Type Gl"GAFGLAS Ply 4",hot mopped mopped in place. lass - rte/ ?` in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumu �:;.:: Membrane: "Ruberoid Mop 170 FR". Surfacing (Op Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum any (optional): "GAF Fibered Aluminum Coating" at ] 1/2 " rr. gal/sq or"GAF Weather Coat Emulsion"at 3 gal/sq. Coating"at 1 to 2 gal/sq. Incline:1/4 24. Deck:NC elite, glass fiber or v '41W.Deleted le), Insulation (Optional): Polyisocyanurat .`ie, pe a ;� ,. ole) ?d1: Deleted fiber,2 in.max. ¢ Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechani ' f hot '.:Deleted fastened or adhered with hot roofing asphalt. '1 Deleted / Incline:1/2 Membrane: "Ruberoid Torch Granule 1"(modified bitumen). Bek=C 15/32,• Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alum Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Asphalt Roof Coating"or"Karnak No.97 Asbestos Free Aluminum `.'.,perlite/isocyanurate composite. ule), Coating'"at 1 to 2 gal/sq. Incline:1/4 rule) Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped Deck:C-15/32 or mechanically fastened. ply Sheet (optional) Insulation: Two layers glass fiber(staggered joints),1 in.each. .-I tional): One or more layers Type Gl, hot mopped Base Sheet: Type G2, mechanically fastened or adhered -it it place. roofing asphalt. „.. -Membrane: "Ruberoid.Mop 170 FR" Incline:1/2 glass D,ick:G 15/32 anurate, urethane or Membrane: "Ruberoid Torch Granule 1"(modified lumen. Insulation (Optional): Perlite, fiber glass, isocy Surfacing: -Karnak Chemical "Karnak No. 97 Fibrated Alur .from joints- Asphalt Roof Coating"at 1 to 2 gal/sgIncline:1/4 rule), .a perlite/isocyanurate comp y te•Type G 2 or G-3 base sheet,hot Mopped 26 peck:NC ecoid :'s %Base Sheet: One or more layers T Membrane: "Ruberoid Torch Granule 1"(modified bitumen). mechanically fastened. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alut ' PIy Sheet (Optional): One or more layers Type G-1, hot mopped in place Asphalt Roof Coating'"at 1 to 2 gal/sgincline:1/2 f 27. Deck:NC Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop (Optional): Perlite, wood fiber ur glass fiber, 1 it ure- insulation (Op ;•:-•Smooth"• mechanically fastened or adhered with hot roofing asphalt. phe iw Membrane: One layer"Ruberoid MoPncl FR". I Base Sheet: Type G2 or."Flex Base 60"(modr6ed bitumen),m 7":!-Deck:NC wood fiber, isocyanurate, tally fastened or adhered with hot roofing asphalt. Insulation (Optional): Perlite, fiber glass, .,:.,.urethane or perlite/isocyanurate composite. Membrane: "Ruberoid Torch Granule 1 heat fused. nule), '' Surfacing: Monsey Products "Endure Aluminum Roof 5 +. ', :Base Sheet: One or more layers Type G2 or G3 base sheet,hot mopped „Weather Check"or"Pro-Grade Aluminum Roof Coating",1.5 .inule) 4 ''.or mechanically fastened. a Gl, hot mopped in Incline:1/2 mi 2R. Deck:NC lass fiber or isocya 4 '€ Sheet (Optional): One or more layers Type Insulation lOptionaU: Per litewood fiber'g p 'p�re urethane board,2 in.may,mechanically fastened. Membrane: One layer"Ruberoid Mop 170 FR" G2 (modified bitumen), mechanically (alt incline:1/2 Base Sheet: Type Deck:NC adhered with hot roofing asphalt. mule), ;i K. tional).. Perlite, fiber lass, wood fiber, isoc anurate, g Y •;:8nsuladon (Op Membrane: "Ruberoid Torch Granule 1" (modified bitume t5ilte or perlite/isocyanurate composite. /sq or k''rise Sheet(Optionaq: One or more layers Type G 2 or G 3 base sheet, fused. "`'hot mopped or mechanically fastened. LOOK.FOR:THE UL MARK ON PRODUCT MIAMI, MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera 116ral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA.92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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. PERA 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: Atlantis Shake&'Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#09-0422.11 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. �►'� NOA No.: 12-0308.12 CMIAMIK�EDCOUNTY Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Atlantis Shake& Slate Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Atlantis Shake&Slate 1= 16" TAS 112 Flat, interlocking,high pressure extruded concrete Concrete Roof Tile w= 10" shake and slate roof tile equipped with two nail 1 '/<"thick holes. For direct deck,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w=varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach,FL. 2.2 SUBMITTED EVIDENCE: Test Azency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994 (Adhesive Set) The Center for Applied 25-7094-2 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4" Headlap,Nails,Direct Deck, New Construction) The Center for Applied 25-7094-8 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4" Headlap,Nails, Battens) NOA No.: 12-0308.12 MIAMI•DADE COUNTY ...� , Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 2 of 7 2.2 SUBMITTED EVIDENCE: Test Azency Test Identifier Test Name/Report Date The Center for Applied 25-7094-5 Static Uplift Testing Oct. 1994 Engineering,Inc. PA 102 (4" Headlap,Nails, Direct Deck, Recover/Reroof) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 PA 100 Professional Service Industries, 224-47099 Physical Properties Sept. 1994 Inc. PA 112 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations Moment of Gravity August 2007 Walker Engineering, Inc. Calculations 25-7094 February 1996 Walker Engineering,Inc. Calculations 25-7496 April 1996 Walker Engineering,Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Calculations 25-7183 March 1995 Walker Engineering, Inc. Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 NOA No.: 12-0308.12 MIAMI-DAD'COUNTY Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 3 of 7 2.2 SUBMITTED EVIDENCE: Test Aeency Test Identifier Test Name/Report Date Nutting Engineerins TAS-112 13343.1 June 2007 Nutting Engineerins TAS-112 13343.1 March 2009 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. '3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-I (ft) Width-w (ft) Atlantis Shake & Slate Tile 8.5 1.33 0.833 Table 2: Aerodynamic Multipliers - (ft) Tile X(ft) X(ft) Profile Batten Application Direct Deck Application Atlantis Shake & Slate Tile N/A 0.208 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile 2":12" 311:12" 4":12" 5":12" 6":12" 7":12" or Profile greater Atlantis Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake & Deck Deck Deck Deck Deck Deck Slate Tile N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 NOA No.: 12-0308.12 MuuMi•aape couNTr Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Atlantis Shake & 2-10d Ring Shank Nails 30.9 38.1 N/A Slate Tile 1-10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2-10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 48 Screw 30.8 30.8 N/A 2 48 Screws 51.7 51.7 N/A 1-10d Smooth or Screw Shank Nail 24.3 24.3 N/A Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 N/A Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 N/A Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 N/A Eave Clip) Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Atlantis Shake & Slate Tile Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Atlantis Shake & Slate Tile 31VI2-Component Foam Roof Tile Adhesive AH-160 118.9 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4 3 Large paddy placement of 45 rams of 3M 2-Com onent Foam Roof Tile Adhesive AH-160. 4 Medium paddy placement of 24 rams of 3M 2-Component Foam Roof Tile Adhesive AH-160. Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Atlantis Shake & Slate Tile Mortar Set 39.0 5 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 12-0308.12 MIAMI•DADE COUNTY Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". PH BORAL ROOFING LLC ATLANTIS SHAKE AND SLATE CONCRETE ROOF TILE(POMPANO BEACH,FL.) (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.12 MIAMIOADE COUNTY Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWINGS 'I•�Iz" WATERLOCK� !i . ``�;•.' OVERLAY Vt WATERLOCK '�., V�'` r t1•:: - — _ 16118"•..,. OVERLAY ;. :• S•' ATLANTIS SHAKE&SLATE CONCRETE ROOF TILE(POMPANO BEACH,FL.) END OF THIS ACCEPTANCE NOA No.: 12-0308.12 MIAMFDADE COUNTY Expiration Date: 12/16/12 Approval Date: 06/21/12 Page 7 of 7 MIAMI-DADE COUNTY MI® PRODUCT CONTROL SECTION I 11805 SW 26 Street,Room 208 Miami,Florida 33175-2474 DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA )315-2590 F(786)315-2599 BOARD AND CODE ADMINISTRATION DIVISION 1 (786w�vw mia - de.00v/neva NOTICE OF ACCEPTANCE OA 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: inge use of onstruction This NOA is being issued under the applicable rules and regulations nCoun y PERAC Product Controlrials.The Section to documentation submitted has been reviewed and acceptedy be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after stated date County Product Control and/or the AHJ (in areasreserve the right to other than Miami Dade County) Section (In Miami Dade County) perform in have this product or material tested for quality assuranceex etnses of such testing product he AHJ fails may immediatel y the accepted manner, the manufacturer will incur P revoke, modify, or suspend the use of such product mi Dade County Product Control Secmaterial within their jurisdiction. tion hat reserves or to revoke this acceptance, if it is determined by Mt material fails to meet the requirements of the applicable building code. This roduct is approved as described herein,and has been designed to comply with the Florida Building Code P including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3Mrr'12-Component Foam Roof Tile Adhesive AH-160 state and following or LABELING: Each unit shall bear a permanent label olvedth heunlessf otherees name rwise noted he�e n,,city, statement:"Miami-Dade County Product Control App RENEWAL of this NOA shall be considered after a renewal application h s product has been led and there has been no change the in building code negatively affecting the performance product,for TERMINATION of this NOA will occur after theexpiration process Misuse of this NOA as an endorsement of any p en a revision or change in t e n of materials,use,and/or manufacture of the product or process. sales,advertising or any other purposes shall automatically of NOA.terminate this NOA. Failure to comply with any section this NOA shall be cause for termination and removal TISEMENT• The NOA number preceded by the words Miami-Dade County, Florida, and followed by the ADVER 'ration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be one expt in its entirety. r by the INSPECTION: A copy of this entire NOA shall be provided ththe use e Building Official ufacturer or its distributors and shall be available for inspection at the job site at the request of t This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0228.18� Expiration Date:05/10/17 Approval Date:05/10/12 M1 MFWIDE.00LJN Y Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 Descrintion Specifications 3MTm 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 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 the adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Test Results Pro Density ASTM D 1622 1.6 lbs./ft.' 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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 6Volume Change @-40* .0%/Volume Change @ 15 8F.F1 0% Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMFDADENOUNW Approval Date:05/10/12 Page 2 of 7 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. 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 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 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 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDL-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W 2 F'= MS NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMFWCDEGOUNTY Approval Date:05/10/12 "'• ' NOW Page 3 of 7 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 RTF 1000 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 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 2 to 3 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy WeigJan Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,Hi Profiles #1 35 N/A Hi Profile 2 Piece Barrel #1 17/side on ca and 34/ N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 Expiration Date:05/10/17 LAM WADE COUNTY Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MTm 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. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nal ftw*onk cement Pa*(Beneath TIM) Nail#n"h plastic cement pa&llf(8-4 Till) Undular-4 Undarlayment 1 101 21n hVIC04160 • Fascia Ea"Copse Feuds WOO& Em course only: Em wase onh. Emdom Keep adhe*e VML Keep&**"appm Ddpodp Em cman 4 In.up Imm Weeplid" 4 In.up from weepholes A evowh plasft coment Opdonal 2ifs Nfor Paddy(Beneath Tile) 1)place enough adiesive to wM"17 to 23 a be * appkaftm Kai"h plastic owd UPON Inch"In Contact With on Pon 1116 PINtch Turn covers upW*dmL place adlinlye,U2 In. To i In.From outskle Wgo of cover We. 1 Than Install to lie. 0 i UrW4*"nt tOh 21n. 0 EmCmu EM Cloeae Remov Eavu�cmu 0*. K" dthaw109 pwft" Sheathing p Aabaftsj"aA*P*PM=L Fascla twer 111. AM W S000011 Coursed Optional pan dkL Ensure am mul of POW*Moft Pon&W CNN 6"an, onleallbanal Watta"Ine. 1418 of tk Em dostse Weephole Fuda (moft am-) NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMMMDECOUtYTY Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 ,SINGLE PATTY Nail through plastic cement Paddy(Beneath Tie) Nall through Plastic cement Paddy(Beneath Us) Undedayment Undedayment _ o 7 In. In. 7 IM:-0 21n. Er4 Course Fascia Fascia Wapitis %Ean Caine Eavo closure 04 edge Es"Cl=n Nall through Plastic cement Paddy(Beneath Tie) Undulaymant -S 7 In. In. -S Em Closure Em Course Fascia NOA No.: 12-0228.18 Expiration Date:05/10/17 %MLAMMADE C04J Approval Date:05/10/12 �Fj;12x4n;11j Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under die (between tile) Undedayment Single paddy between Ole Paddy 21n.x 11n.medium • (under die) I size paddy two jl course only Single d O,,e'3-,In x 3 In 31n undo die Tx 3 in. in. 2 In. Single Single paddy on 2 In. 4 In. under- paddy on layment under layment Single paddy Fascia Eave course on top of file Welowe Single paddy in.X 7 In.medium CoEavoI Eave clasure on top of the % u DrIFasda course only p edge Nail through plastic cement Single paddy under Ole Single paddy between the 3 In.x 3 In. 41n Single paddy on undedayment 2 n. Single paddy Eave Closure on top of tile 2 In.x 7 in.medium size paddy eave course only Eave Course Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 % Expiration Date:05/10/17 LAM I-DAD E COKU Approval Date:05t10/12 I=JNTY �Fnzi-aeriviPage 7 of 7 INSPECTION RECORD POST ON SITE `SN T" - Permit NO. RF-7-1 2-1311 �� Miami Shores Village 10050 N.E.2nd Avenue Permitype:Roof .. Miami Shores,FL 33138-0000 Work Classification:Tile h" o3 Phone: (305)795-2204 Fax: (305)756-8972 �ORIOp' Issue Date: 7/24/2012 Expires: 01/20/2013 INSPECTION REQUESTS: (305)762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Roof Parcel#:1132050090520 Owner's Name: Owner's Phone: Job Address: 9767 NE 13 Avenue Total Square Feet: 1754 Miami Shores FL Total Job Valuation: $ 14,000.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, Contractor(s) Phone Primary Contractor 7:30AM-6:OOPM.NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. OBENOUR ROOFING SHEET META 305-757-2612 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. 1 od ,I [! � COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD ZONING PLUMBING 11 INSPECTION DATE IN I INSPECTION I DATE I INSP INSPECTION I DATE INSP Foundation Zonin Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1st Lift 2nd Rough Columns 2nd Lift Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank f Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom FinalMECHANICAL ADA com liance Alarm Rough INSPECTION DATE INSP FINALAlarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum • MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm