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RF-12-551
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171755 Permit Number: RF -4 -12 -551 Scheduled Inspection Date: April 30, 2012 Inspector: Bruhn, Norman Owner: REICH, WILLIAM & LAURA Job Address: 138 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: MURPHY ROOFS Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)216 -1942 Parcel Number 1121360090050 Phone: (305) 892 -1700 Building Department Comments RE -ROOF TILE AND FLAT Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 27, 2012 For Inspections please call: (305)762 -4949 Page 11 of 38 1 Lab Report No. 120351 FLORIDA Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 138 NE 108 St. Miami Shores OWNER: CONTRACTOR: Murphy Roofs TILE TYPE: Flat ATTACHMENT.: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 PERMIT No: ROOFING SQUARES: 19 ROOF PITCH: 4:12 INSPECTOR INITIALS: YM TEST DATE: April 24, 2012 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed 10 -19 Passed 20 -25 Passed 26 -35 Passed OF HAS: PASSED ] FAILED HE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" FRONT 28 Re 'erred by: Alberto Cardona, ' .E. -Lic #17138 9-`i -1D_ 10735 SW 216 Street 416 Miami, F133170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 BUILDING PERMIT FBC 20 Permit T Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 CATION e BUILDING ROOFING r , APB: C 2 .2012 Permit No. IMINOWNOMP ,,� Master Permit No. R ���` I Q "5S 1 OWNER: Name (Fee Simple Titleholder): LtJi IVj (kiNi R i C lex Phone #: 305-159 _ 241-8 Address: r 3% NE (e8` SA-- City: AA dl.1/Vl c St Ore S State: F L Zip: 33 l tp i Tenant/Lessee Name: Phone #: Email: UJ17V' c t en> o C_Q Vim. JOB ADDRESS: I% a »G L O E City: Miami Shores County: Miami Dade Zip: l I Folio/Parcel #: G/ Is the Building Historically Designated: Yes NO Flood Zone: M 0 CONTRACTOR: Company Name: / J i J A leL, A. / Yi Phone #: 3� � 0 1 9c( L.,' Address: (2 1 0 ,' X19- -Q t'+ City: 666- �.. 4z- 1 ✓l . State: Zip:.. / ' / Qualifier Name: . D.D. Y� t S U� Phone #: �� .4 1 S— `i �Y State Certification or Registration #: F (�_ ' 0 b 7 ) 1 "2_. Certificate of Competency #: Cam' % 735 cDQ / Contact Phone#: ©� (� % `� Y Emai1 Address: DESIGNER: Architect/Engineer: Phone #: Square/Linear Footage of Work: 6 ❑Demolition Value of Work for this Permit: Tye of Work ❑'Additkin Description'of Work:,, „OAlteration ❑New 0 NIS ❑Repair/Replace . a ! 3 ' ` h r(43/1---- its H Submittal Fee $ i 01, • 411, Permit Fee $ OV CY CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) (Alt.- I ` Q► o M e C 1 Gi is 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 encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed. In e absence of such osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this t day of MK, 20 1t; by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: o ���g tnut \\. Sign: Print: My Commission Expires: APPROVED BY co O '0. 'O�ttlt 114` Signa The day of who is Contractor ment was ackns: led 20 by by Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) or who has produced as identification and who did take an oath. NOTARY PUBLIC; hr,,, s,eironeVar) Sign: Print: My Commis NP'i�o Commies n % ...... • Bonded Through National Notary Assn. Si — DEN S — he\ 6 kJ, Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: O 3121Q 117— 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: UL.) t t j ckyvt. c L Property Address: I. E hE ( 0 'eQA- Ntka.wil S\nore -./ l- 'fig [ (1 Roofing Permit Number: Dear Building Official: I t it t 61,01V RCA cL. certify that I am not required to retrofit the roof to wall connections of my building because: ?<The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature LAjd 1 i Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is theottturefftabove property mentioned. Swom to and subscribed before me this Lr day of `` `t. 1.,�% • iiztj Aft • • When the just valuation of the structure for purpose equal f ,99 °' • °• ••Ii{a j p rpose of ad valorem taxation Is ual to or more than $300,06b stand the bui s not constructed with FBC nor a 1994 nuu ���� SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurric alitigation. Notary Public, Sate of Florida at Large Revised on 5/21/2009 Miami -fade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item Text only 13 Property Appraiser Tax Estimator lj Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2136 - 009 -0050 Property: 138 NE 108 ST Mailing WILLIAM P REICH &W Address: LAURA M Living Units: 138 NE 108 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33161 -7038 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: +0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,720 Lot Size: 9,300 SQ FT Year Built: 1946 $50,000/ $203,673 DUNNINGS MIAMI City. SHORES EXT NO 5 PB L LgLegal 48-21 LOT 5 BLK 209 Description: LOT SIZE 75.000 X 124 OR 20406 -2344 05 2002 4 COC 26388 -2782 05 2008 1 Assessment Information: anil 2011 2010 1111111E1 FM BEI $169,398 ;L L. M. $25,000 $25,000 ,2nd Homestead: Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional $50,000/ $203,673 $50,000/ $204,652 County: $50,000/ $203,673 $50,000/ $204,652 City. $50,000/ $203,673 $50,000/ $204,652 School Board: $25,000/ $228,673 $25,000/ $229,652 Sale Information: ACTIVE TOOL: SELECT Aerial Photography - 2009 0 My Home 1 Property Information [Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory :Privacy! Disclaimer 112ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. MIDADE Legend ▪ B undary Selected N Property Street f/ Highway Miami -Dade County ■ Water E http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/26/2012 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 C: FH ?i i 1 ;?'R0233653 OR Bk 28057 P9 1900 ;; (1as) RECORDED 04/03/2012 10 :21 :14 HARVEY RUVIN, CLERK OF COURT I1IAl1I -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: I (Cn �7 rn /c 2. Description of improvement:. gonszo 2_2J2 g,3 4s 3. Owner(s) name and address: ice.) 111 I- '`+ri'' R e l c Interest in property: ' d Name and address of fee simple titleholder 4. C tr tor's name and address: (p-% /(• ( or-5 iV— - c4_ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: TrititE d 0=_hi CE QCs theft? Of gag cep of --s 7. Persons within the state of Florida designated by OwnOriMW- provided by Section 713.13(1)(a)7., Florida Statutes, MR" Name and address: N 'l y; be served as 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specifie Signature of Owner Print Owner's Name date is 1 year from the date of recording unless a Sworn to and subscribed before me this J d it Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 8102 Prepared by (C-) a" .c! ,20 te %010S (711111!1tiu 0.0 fy) v4gr i `, 7714' Address: r Florida Building Coda Edition h V Hurricane Zone Unffom: Permit 1( S to A Gen 11 amierPermitilo. Process No. Contractors NOMA Job Address Shingles 0 New Roof ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles /Adhesive Set Tile Wood Shingles/Shakes Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes 0 No 0 ROOF TYPE Type: Natural 0 LPGX Re-Rooflflg 0 Recovering 0- Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) f/I Section B (Roof Mani Sketch Roof Marc illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 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INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PER MIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See LM 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 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 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 Chapter 16, 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 123_01 -48 5/03 PAGE 1 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scrape. As it pertains to the section, it is the responsibility of =ling contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of ;motion R4402 govern the minimum requirements and standards of the indusky to roofer system installations. Additionally, the following items should be addressed as part of the agreemert between the owner at the contractor. The owner's initial in the designated space indicates that the item has been explained. 1.4 WIT, Aesthetics-Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. • RRenauing wood decks: When replacing nom, the exkding wood roof deck may have to be renalted in accordance with the current provisions of Section 84403. (The roof deck is usually concealed prior to removing the existing roof system). 3. VPg. Common roofs: Common roofs are those which have no visible delineation between neighboring units (Le., townhouses, Condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. le-, F'K,. Exposed Ceiling: 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 penetration of the underside of the decking may note acceptable. This provides the option of maintaining the appearance. iA PR . Ponddng 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. LOYZ. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from ;a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. . W Ventlatlon: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 extend' . the service life of the #. 1 KiFytee Owner/Agent's Signature Date Contractor Revises on 719120091D HIGH- VELOCITY HURRICANE ZONES 44.24 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. Compared the values for Mr with the values from M. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calcul Lions Per RAS 127" �j (P ��S -ts-i x - • =11.3a)- Mi %!' 7 = M rt Product Approval M r `y ©. c! (P3: � x .m. 6,P) - MM 7.67 = Mra / . Of Product Approval Mr 4to f' (P3:10192 x X . • =_72,/o) - Mg: 7 6 7 = Mr3,�7 .'7 Product Approval Mr lip, 4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance" Mean Roof Height -* Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x l: _ x w: _ ) - W: _ x cos 8.• = Fri: (P2 : x L _ = _ x w: = ) - W : _x cos 9 :: = Fr2: (P3: x l: = x w: = ) - W: x cos 9 :• _ = Fri: F _ 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 11 Job Site Roof Slope A Job Site Aerodynamic Multiplier A • Product Approval Restoring Moment due to Gravity MR Product Approval Attachment Resistance Mr 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 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE - RESIDENTIAL 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Unfform Pernik Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: CsN am I C4a-( Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: �� !• / P2: a / P3: / OO - 7 Maximum Design Pressure (From the NOA Specific System): Vo . Method of tile attachment: ? ot) Roof Slope: :12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Fire Barrier: astener Type & Spacing: dheslve Type: 3 Ridge Ventilation? Mean Roof Height: 171 a 123_01 -48 5/03 PAGE 4 Cell acd�.�c ype Cap Sheet: err,, oof Covering: P '4A t :1 Type &Sze Drip Edge: ''acs X14 MIAMFDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCEANOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave Okeechobee, FL. 34972 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 160i MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation 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 renews NOA No. 09- 0803.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10 -0804.15 Expiration Date: 12/08/15 Approval Date: 10/20/10 Page 1 of 5 .,.. .. .........sr.., . .........y t.......... 1) ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete . 4VG..nv a.ruao. I Llt.PI GH I I 0.4 r . 1Y r%WI 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 16'/2" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail-on. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the 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. 3S 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-0804.15 Expiration Date: 12/08/15 Approval Date: 10/20/10 Page 2 of 5 2011 -12 -08 2011 -12 -08 22:42 2011 -12 -08 22:42 2011 -12 -08 22:42 .St..n...pn� . Wwuny w I I) U MVO. WU L 21.G. 1L11.714%) 1 1 0.41 . 14 H191 Table 1: Average Weight (W) and Dimensions (Ix w ) The Profile Plantation Tile Weight -W (Ibf) Length -1(ft) 11.6 1.375 Width -w (ft) 1.08 Tile Profile Plantation Tile Table 2: Aerodynamic Multipliers - ) (ft3) X (ft3) (ft3) Batten Application Direct Deck Application 0.267 0.289 Tile Profile Plantation Tile Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) 3 ": 12" Battens Direct Deck 6.85 7.79 4 ": 12" 5 ": 12" 6 ": 12" Battens 1 Direct Deck 6.75 7.67 Battens 1 Direct Deck 6.61 7.52 Battens 1 Direct Deck 6.44 7.32 7 ": 12 "or greater Battens 1 Direct Deck 6.26 N/A 7 -4378 467 -4378 From: 46744878 To: Murphy Roofing (MUR011) Page: 5/6 467 -4378 NOA No.: 10-0804.15 Expiration Date : 2 /08/15 AjiF8H1 Ba tgroitirnuM *e 4/6 Date: 12/8/2011 9:27:141 BRege 4/6 page 416 Page 4/6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Plantation Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails1 50.3 65.5 48.3 _1 Installation with a 4" tile headlap and fasteners are located a minimum of 2/," from the head of tile. 7 -4378 467 -4378 From: 46744878 To: Murphy Roofing (MUR011) Page: 5/6 467 -4378 NOA No.: 10-0804.15 Expiration Date : 2 /08/15 AjiF8H1 Ba tgroitirnuM *e 4/6 Date: 12/8/2011 9:27:141 BRege 4/6 page 416 Page 4/6 I IVIII. `1J /••Nr1.7 i u. mui pny rwuung (MUKUi 1) rage: b/b Uate:12/8/2011 11:24:49 AM Table 5: Attachment Resistance Expressed as a Moment Mf (ft lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 •lexiwe Products Company TiteBond Average weights per patty 13.9 grams. Polyfoem Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (R -Ibf) For Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile nH 118.94 PoiyPr%n' 40.4' 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PotyPron'. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof' Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E", where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-0804.15 Expiration Date: 12/08/15 Approval Date: 10/20/19 Page 4 of 5 • .•.,V• •.V v.ww. .lr V.6V I 1 V.L...V 11.•. PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 10-0804.15 Expiration Date: 12/08/15 Approval Date: 10/20/10 Page 5 of 5 M1AMI�D�ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 2O `` Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov/buildinat SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AIH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. DADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro 0 AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs.ft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs.IFt2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMIT °1'LD: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. 2. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 N13 -589 -631 9637 -92 01 -6743 -011 01- 6739- 062b[1) 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. Polypro 1;1 A13160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with F- MS the use of Polypro TAS 101. AH160 roof tile adhesive with the use of HANDI -STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® AH160 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 Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough Whole to ettleve 97 to 73 Opt Ina 214's for deep pitch applicattorm ware Ina* In contact wilh Me pan lb 2) Turn cuffs upside dwneadha1i2IL To 1 In. From outskle dawdle. Theo Install that. NflthrhpluUcconient P Pan dike ova ow COW ft. Abut losecond awn of tfles.froure =lot end menthes flush at ems On Eno glean Weephola Pude (modal' Mown) Wool PetpModar on longitudinal edam of Els NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Hall through plastic cement Underlayment Paddy (Beneath Tile) Tin: Eave Course MIAMI.DADEC ' U APPROVED Fascia Eau Closets NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Paddy (between tile) Paddy (under tile) xSingle paddy in. under tile z 31n. Single paddy on under - laymant Single paddy on top of the e cause In X7 in. medium size paddy eave Fascia course only MANMADE COUNTY APPROVED Nall through plastic cement Underlayment Single paddy under tue Single paddy between tile 2In. x7 In. medium elect paddy eave course only tIn.x 3 In. r 4 in. Single paddy on under. layment Single paddy OD top of the Course Fascia Weepbole Eave closure Drip edge Single paddy on underlayment END OF THIS ACCEPTANCE NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMII -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/buildin2/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA # 09- 0806.07 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 1 of 8 t ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane with surface printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 80 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self-adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt waterproofing membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Dimensions Specification Polystick Dual Pro Roll: ASTM D 1970 Manufacturing Location 61' x 3'3 3/$" 60 mils thick #2 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Exterior Research & Design, LLC 11756.04.01 -1 11756.08.01 -1 02202.08.05 Trinity I ERD P5110.08.07 P10870.09.08-R1 P 10870.04.09 P33360.06.10 P33370.03.11 P36900.09.11 PRI Asphalt Technologies PRI01111 PUSA -005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA - 089 -02 -01 Momentum Technologies, Inc. JX20H7A RX14E8A DX23D8B DX23D8A MJA MI OADE COUNTY APPROVED Product Description A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane, specific for use as a high temperature underlayment. Designed as a metal roofing. Test Name /Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 • TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 • TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 09/01/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. MIAMI.OADE COUNTY APPROVED NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, and Tile Pro may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Dual Pro may be used in all the previous assemblies listed except roof tile systems. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex ' osure Limitations da s Tile Pro 180 N/A Dual Pro 180 N/A 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Tile Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Flat Tile Profiled Tile Polystick MTS Prohibited without battens Prohibited without battens Polystick IR -Xe 5:12 Prohibited Polystick TU, TU Plus, TU P, Tile Pro No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 6 Roofing Tiles (6 Max. Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 6 of 8 • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0601.10 Expiration Date: 09/13/16 Approval Date: 09/15/11 Page 8 of 8 Section C (Low IWO Roof System) Flinn Specific Roof Assembly Components and identify Manufacturer (If a oomponent is not used, identify as 'NM System Mandato/en ell NOANo.: 09" / `a .' -) s 09 Design Wind Pressures, From RAS 128 or Calculatir Pmazl: 71 Poe "kf Pma fr T Design Pressure, From the Specific NOA.,� S� S �: too 01 it, GaugefThicatess: Slope: Anchor!Bass Sheet & No. of Ply(s): 7 Anchor/Bas Sheet FastemodBanding Material: PI PS Insulation Base Layer: /] Base insulation size and . , At pea.,--(2 Base laudation nding dam- Top trlation layer: Top insulation Size and Top Iron Fastener/Bonding Material: Fastener Spacing for AnchorlBase Sheet Attachment Fleick ace Lap, *Rows_ ®_j'oc Perimeter. ' oc @ Lap, # Rows 2.4., @ _ L' oc Canter: 4. -octa Lap # Rows , @ 'oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Striping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Cop6tg, Etc. Molt: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Detats that Comply with RAS 444 and Chapter 16. Base Sheet(s) & No. of Py(s)z 74" /h or Base Sheet FastenedBanding Materiat Ply Sheet(s)A No. ofPy(s). flM,D Q Ply Sheet Fastener M Top Ply: ,,n Top Ply Fastener! Bonding Material: 1 Parapet Height a t2-3 . Mean Roof Height MI :AMIG BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules aad°regularions.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 nieet 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 Conventional Built -Up 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 fo'r termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration daze 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 oy tha iaa.iu.acturer or its distributors and shall be available for inspection at the job site at the requns of the Ekvilding Official. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 throp gh 19. 'fhe—The documentafion was reviewed by Jorge L Acel:c. A 4 ! NO No, : 07- 1219.09 Bxpiratioa Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTm 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM • 322 Elastomeric Roof Coating LeakBusterTM MatrixrM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROIDe Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Dimensions 3, 5, 55 gallons 60 & 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. . ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. • ASTM D 2824 Fibered aluminum coating. Elastbmeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt imprPgnrtvl enc coated glass rnat wide base sheet. NOA Ne.: 17- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLASei STRATAVENT® Eliminatorm Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID ® SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID® SBS Heat - Weld'"" PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (I meter) wide 39.37' (1 meter) wide 39.37" (I meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 ASTM D 4897 433672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL peG2 BUR_ Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified bast, sheet NOA NJ.: 07- 1219.09 xpirat6on Dare: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROIDe 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR • IAPPROVED Dimensions Test Specification 39.37" (1 meter) ASTM D 6163 wide ASTM D 5147 39.37" (1 meter) ASTM D 6222 wide ASTM D 5147 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (I meter) wide 39.37" (1 meter) wide 3937' (I meter) wide 39.37" (1 meter) Wide ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral. granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ° Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file re.ardan:; polymer modified asphalt and su -facad wit•i mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stzcks are available ;n metal or plastic. NOA. Ne.: 07- 1219.09 Expiretinr torte: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROIDa' MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShield® FB -1 S VersaShield® FB -2S TOPCOAT FireShielda MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive •E.,_.- APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Interply mopping and surfacing asphalt. Types I, II, III and IV proprietary ASTM D-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. . Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. • Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NCA Nc..: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page S of 19 Product Dimensions Leak BusterTM MatrixTM 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck® Prime, Dens Deck® Dura GuardTM Structodek Securockrm Test Specification ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof. coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA Nc.: 07- 1219.09 Expiration Dtte: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drip -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRTofS.Fl. TABLE 3 Product Description Insulation fastener and Base PIay fastener for steel, wood & concrete decks. Pre- assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. • Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1:AM J.I.ODOA8.AM J.I. OD I A8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. 3" Square GAF Materials Corp. pescrivtion 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 r OA Nn.: 07- 1219.09 Expir9 *Ion Late: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 APPROVED ASSEMBLIES Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2 =P). EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N /A' N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, - Minimum' V2" thick . EnergyGuardTM Perlite Minimum 34" thick Fiberglas (Min. 15/16" thick) N/A N/A NIA N/A - • N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #t80 ULT1MATM Base Sheet, STRATAVENTf EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.:,. at the lap Ctaggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General I- imi.alion #7) NO.i No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: Base Sheet: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Dri ll -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 Iap. The other rows are equally spaced approximately 12" o.c. in the f • • the sheet. (Maximum Design Pre ' , . eneral Limitation #7) GAFGLAS® Flex P] `TM 6, GAFGLAS ® #75 ' - e Sheet or any of above Anchor sheets attached to dec • ` ' • • • • eve• 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 —S2.5 psf, See General Limitation #7 AS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor 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 Anchor 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) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Teem 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 —7S psf, See . eneral Limitation #7) (Optional) Install one ply of GAFGLAS AFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVE minatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq; (see General Limitation #4). One or more plies GAFGLAS® PLY PIyTM 6 sheet, #80 Mop Smooth o RUBEROJD® ,EROID® -in a full mopping of approved asphalt applied t to the ge and at a rate of 20-40 lbs./sq. - - NOA No.: 07- 1219.09 Expi 3tion Date: 11/04/13 Approval Date: 03/20/08 Page 9 of 19 Surfacing: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. (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 Matrixlm 303 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 1 to 1.5 gal. /sq. 5. Leak Buster"' 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. TlOA. No.: 07- 1219.09 Exl.l. r.tior Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or ''' /" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'. in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered 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 Limitsltlon 1/7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accorianee v'i *.h. the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF -THIS ACCEPTANCE NO No.: 07- 1219.09 Exp°_mtion Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ZULU tlUUt-INU MAI tHIALS AND SYSTEMS DIRECTORY 192 A ROOF COVERING MATEFMLS (TEVT) Roofing Systems (TGFU)- Continued Base Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: "A -3S Series ", 0.75 gal / sq plus walnut shells at 0.751bs per sq. Surfacing: " A -38 Series ", 0.75 gal. / sq plus walnut shells at 0.751bs per sq. 4i; Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polvfoam 273" (2.7 Ib /ft.3 ) Surfacing: Spray application of 28 to 34 -mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of -in. thick'Tolyfoam 273" (2.7lb /ft.3 Surfacing: Spray application of 28 to 34 -mils "U -8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gyps DensDeck® may be used in any existing noncombustible deck Classificatio When this is done, the resulting roofing system is acceptable for use ov combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot asphalt. . "EnergyGuard Ultra" is an acceptable altemate to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". • References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base .sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA") is a suitable altemate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or • C roof systems indicated below. The roof deck may first be covered with a Tvpe G2 asphalt glass mat base sheet "GAF Stratavent )eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. . As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA' or "GAF Stratavent Eliminator Venting Base Nailable)" ailable)" may be substituted for G1 asphalt &lass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, Y or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum hoard 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 acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite hoard and deck with rosin paper (perlite/ rosin paper /po1vs yrene /_perlite) is a — soitatiie alternate for isocyanurate -board in fFie following 'Criss A, B or C systems. • "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA linergyGuard RA" may be substituted for anv Atlas polvisocvanurate insula- tion in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may he used in any of the following 'ieutb. " GAFGLAS flex I'■ 6" is a suitable alternate to "GAFGLAS Ply 6 ". ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ thane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more Layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: GraveL eck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane; perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Indine:'2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite,` perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type Gl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". . Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4-in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Dedc C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper,' nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). - Ply Sheet: One or more layers Type Gl " GAFGLAS Ply 4" or GAFGLAS Ply 6 ", Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF; GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap) Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more lavers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Tor :h °lush ( granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid vion Plus" (granule). Cap Sheet: Ty•e C3 "CAFGLAS Mineral Surfaced Cap Sheet" or " EnergvCap Mineral Surface° Cap Sheet ", hot mopped. Deck: C17,L32 . .1ndine: 2 I-t "ulat +on (Optional): One or more lavers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /eiocyanurate composite, perlite/ urethare composite, wood fiber /isoc urate composite, phenolic, any thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more lavers Tvpe Gl. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (g"an•ile), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid ?lop P,vc" tgr "nule). LOOK FOR THE UL MARK ON PRODUCT 4 MIA MI•AQ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA . METRO -DADE FLAMER BUILDING 140 WEST FLAGLER-STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Southeastern Metal Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA 03- I008.02 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No 08-0423.01 Expiration Date: 04/15/14 Approval Date: 06/05/08 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials: Roofing 07720 Static Roof Vent Steel TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product product Dimensions Specification Description Weather Vent Vent : 4- '1? x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc.. TAS 100 SEM- 002 -02 -01 08/14/03 APPROVED APPLICATIONS: Deck Type: Deck Description: System Type A: Cutout: Installation: Net Free Area: DADE COUNTY APPROVED Wood 19/32" or greater plywood or wood plank Mechanical attachment of vent for shingle roofs Mark a 3' /Z" x 46" opening centered between layout lines and aligned minimum 6 . inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of asphalt roofing cement. Secure vent to the roof deck with 1 -' /a" galvanized ring shank roofmg.nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Refer to manufacturers published literature NOA No 08 -0423.01 Expiration Date: 04/15/14 Approval Date: 06/05/08 Page 2 of 3 LIMITATIONS: 1, Refer to applicable building code for required ventilation. 2: The installation shall be applied in compliance with the manufacturer's current published application instruction and the requirements set forth in applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vents shall not be installed on roof mean heights greater than 33 feet. 5. 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. ROOF FLANGE DRAWINGS DADE COUNTY APPROVED EXTERNAL WIND BAFFLE • • • • • • •• ROOF FLANGE NAIL PLACEMENT • • • • • • • • • END OF THIS ACCEPTANCE NOA No 08- 0423,01 Expiration Date: 04/15/14 Approval Date: 06/05/08 Page 3 of 3