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RF-12-1825Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179337 Permit Number: RF -10 -12 -1825 Scheduled Inspection Date: November 20, 2012 Inspector: Bruhn, Norman Owner: Job Address: 297 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MFS ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060134290 Phone: (305)383 -2280 Building Department Comments RE -ROOF CEMENT TILE AND BUR FLAT ONTO WOOD DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed , /�4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 19, 2012 For Inspections please call: (305)762 -4949 Page 7 of 23 lVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # pF i o to / Z DATE: ( 1®s //2- INSPECTJON AFFIDAVIT HECTOR ALVAREZ licensed as a (n) Contractor / Engineer / Architect, (Print name and drcle License Type) FS 468 Building Inspector CCC1327902 License #: On or about / /'5 // 9- , I did personally inspect the roof deck nailing and (Date & 'time) Secondary water barrier work at297 NE 97 ST, MIAMI SHORES, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu ," (Based on Att !rl ►f Sign ture State of Florida County of Dade: :ai, :t c GREGORIA GARCIA :f' ;': MY COMMISSION # DD849858 •,!t EXPIRES January 07, 2013 (40T) 344315a yiwidariareyssnioa.cam The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day ofd ©Diet 06./Y *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspedion Revised on 5/21/2009 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 al roofinspection @gma .com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MFS ROOFING, INC Job Address 297 NE 97 .. MIAMI SHORES FL Owner's Name FANNIEMAE Type of Tile CONCRETE TILE Approximate Roof Height 15 feet Roof Pitch Permit # RF- 10121825 3/12 Approximate Square Footage of Roof 27 ft 2 Date Tested 11/16/2012 Date Installed 11/12/2012 Type of access to Roof OK Required Testing Force 35 /bs Number of Tests 57 Testing Equipment: F.G.E. 100 Contact Name PAOLA LARA Phone # (305) 251 -0677 LOCATION Corner # OF TEST —5 Tests PASS # OF TEST Perimeter Field Ridge Total 6 Tests 36 Tests 10 Tests 11-1 Pass 0 Tests I4-11 Pass Pass n Pass 0 0 Tests Tests 0 Tests 57 Tests Pass ,_ 0 Tests te U FAIL E Fail ❑ Fail • Fail U Fail E Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordially REMBhRTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 — Telephone (786)326 -9877 « Fax (305)485 -9011 A-1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786-326-9877 Fax: 305-485-9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MFS ROOFING INC Job Address 297 NE 97 CT MIAMI SHORES FL Owner's Name FANNIE MAE Type of Tile CONCRETE TILE Permit # RF-10121825 Date Installed 11/12/2012 Approximate Roof Height 15 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 27 ft 2 51 Date Tested 11/16/2012 Number of Tests Contact Name PAOLA LARA Required Testing Force 35 lbs Testing Equipment: Phone #1305)251-0677 F G E 100 SKETCH OF ROOF 57 Revised by 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326-9877 — Fax (305) 485-9011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO 11-3206-013-4290 STATE OF FLORIDA: COUNTY OF MIAMI -DADS 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 1111111 1111111111 11111111111101 11111 11111111 CFN 20 12R1070480.10 OR Bk 28298- Ps' 25131 (1a3) RECORDED 10/0 3/2012 14324022 HARVEY RUVIHY CLERK OF COURT I'IIAi9I -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for usa of recon big office 1. Legal descOrIotion of roperty and afreet/address• 297 NE 97 STREET, MIAMI SHORES, FL 33138 MIAMI SHORES SEC AMD PB 10-70 LOT 23 BLK 31 28234 -2194 081211 2. Description of improvement RE -ROOF 3. Owner(s) name and address: FEDERAL NATL MRTG ASSN AKA FANNIE MAE Interest in property: 14221 DALLAS PARKWAY #1000, DALLAS, TX 75240 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. MFS ROOFING, INC. 14090 SW 144 AVENUE ROAD, MIAMI; FL 33186 305- 251 -0677 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6: Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1xa)7., Florida Statutes, Name, address and phone number. 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)(3), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (tire expiration date Is 1 year from the date of recording unless a dtffment date is specified)' WARNING TO OWNER: ANY PAYMENTS MADE YTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 71 ' PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T. •U- PROP r- A ,{ CE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSP = • IF Y TO 0 N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR - • ' • ING YOUR NOTICE M ` EMENT Signatu s) of Owner(s) or e y ._,F �, ' Officer/Dlrector/Partner/Manager Prepared = = Prepared By Print Name ' ', Print Name PREPARED BY DANIEL GARCIA - ftle/Office VICE PRESIDENT MFS ROOFING, INC Tifle/Ofryce 14090 SW 144 AVENUE ROAD, MIAMI, FL 33186 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 30 day of SEPTEMBER 2012 By DIEL GARCIA U individually, or as AGENT for FEDERAL NATL MRTG ASSN AKA FANNIE MAE U Personally known, or roduce the following type of identifi .,a m'S I I Signature of Notary Public: Unde AfOiP Print Name: (SEAL) •. •N Z_•._. 1�1 that 1 have read the foregoing and to the best of my knowledge and bell )'s Authorized Offlcer/Director/Partne By 123.01-2 PA•E3 10158 GReGORIA GARC¢A MY COMMISSION # 0084985.8 - EXPIRES January 07, 2013 a r 398.0189 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 l7lklt2- BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 297 NE 97 STREET .,GT,o =Loi2 BY: FBC 20 Permit No. 2 )1)2'5 Master Permit No. ROOFING City: Miami Shores r County: Miami Dade Zip: 33138 Folio/Parcel#: 11=3206-013-4290 Is the Building Historically Designated: Yes NO XX OWNER: Name (FeeiSimple Titleholder): Fannie Mae Address: 6400 LEGACY DRIVE Flood Zone: Phone*: 972-773-7840 ci PLANO State: TX zip: 75021 Tenant/Lessee Name: N/A Phone#:972- 773 -7840 Email: ANDREW_S_WEINER @FANNIEMAE.COM CONTRACTOR: Company Name: MFS ROOFING, INC. Phone#: 305 - 251 -0677 Address: 14090 SW 144 AVENUE ROAD Ci MIAMI State: FL zip: 33186 Qualifier HECTOR ALVAREZ Phone#: 305 - 251 -0677 State Certification or Registration #: CCC 1327902 Certificate of Competency #: Contact Phone# 305- 251 -0677 Email Address: MFSROOFING @YAHOO.COM DESIGNER: Architect/Engineer: N/A Phone#: N/A Value of Work for this Permit: $ 15,770.00 Square/Lin Type of Work: ❑Addition ❑Alteration ❑New Description of Work: RE -ROOF CEMENT TILE AND BUR FLAT O F u tage of Work: 2,692 epair/Replace ❑Demolition 0 WOOD DECK Color thru tile: V--\1 o� Submittal Fee $ Permit Fee $ ?Qb CCF $ CO /CC $ Sunning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FJ.F,CTRICAL 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 a achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whiff occurs . even (7) days after the building permit is is ued. In the absence of such posted notice, the insp , will not .e � and .- einspection fee will be charged. Signature Signatur .n Owner or Agent The foregoing instrument was acknowledged before me this 30 day of SEPT 20 by DANIEL GARCIA who is personally known to me or who has produced FL DRIVER'S LIC As identification and who did take an oath. NOTAR PUBLIC: Sign: Print: GREGORIA GARCIA My Commission Expir APPROVED BY s.., "k. GREGQRIA GARCIA r ' y'z MY COMM18810N # mews EXPIRES January 07, 2013 Contractor The f. going + trument was acknowledged before me this30 day of EPT 20 _, by HECTOR ALVAREZ who is personally known to me or who has produced FL DRIVER'S LIC as identification and who did take an oath. NOTARY : '; UBLIC: Sign: Print: My Commis Agar A•1 'GREGORIA G R IA GREGORIA GARCIA Ai: MY COMMISSION *00849858 EXPIRES January 07, 2013 0P**** *113"1"0104d41RFea ***es,**sR **Bs*******H **** ***** a..., Plans Examiner Structural Review (Revised 3 /12J2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk r:NA1.31 FannieMae. August 16, 2012 To: VILLAGE OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES FL 33138 ATTN: BUILDING DEPT This letter confirms that the below listed Company is employed as an approved Fannie Mae vendor and has our approval to sign for permits and record Notice of Commencements on behalf of Fannie Mae for the below listed property. Should you have any questions, you can contact us at Andrew_S_Weiner@fanniemae.com. Approved Fannie Mae Vendor: MFS Roofing Inc Daniel Garcia, Vice President Fannie Mae Property Address: 297 NE 97 ST MIAMI FL 33138 Sincerely, Awl,- /Wiwi S UlviriW 4rss • Vow P■ Fit M&L ANA VAZQUEZ .' MY COMMISSION # EE157427 EXPIRES January 06, 2016 (407)398.0169 PloridallotelyServioccurn The foregoing instrument was acknowledged before me this kk® day of (.4" ,?)12, by (Signature o tate of Florida) AlACC_ V CC Ua (Print, Type, or Stamp Commissioned Name of Notary Public) Personally known XX OR Produced Identification Type of Identification Produced FannieMae Maintenanc nd Repairrk Authorization PAY TO VENDOR: PAY T MFS ROOFING INC. 14090 SW 144 AVE RD MIAMI, FL 33186 TR139198X FAN r' IE MAE LOAN NO: 1 1700 ` 707 REO ID: ■ VICER LOAN ID: 0254020589 DATE: Sep 26, 2012 PAGE: -1- ORDER NO: AR12040J01 REGIONAL SOUTHWESTERN REGIONAL OFFICE OFFICE: ----.'N\s\ I S, 7; 75254-2916 PROPERTY ADDRE'SE 297 NE 97TH ST MIAMI SHORES, FL 33138 SERVICER NAME WELLS FARGO BANK, N.A. SERVICER NO CONTRAC OR NAME 165700414 MFS ROOF INC. CONTRA OR NO. TR1 •8X TO: (NAME AND ADDRESS OF BROKER) JULIES REALTY LLC 1700 KENNEDY CAUSEWAY SUITE 130 NORTH BAY VILLAGE, FL 33141 You are a • ' to contact on behalf of Fann a Mae for the following maintenance and/or repairs to the above property. Cost to perform each item may not exceed the amount authorized below without prior written ITEM 1 2 DESCRIPTION Structural - Roofing/Gutters Structural - Other TOTAL ORDERED ❑ payment ❑ payment ❑ Submit to escrow company below (fill in) for payment. escrow: (initials) Escrow Company Name Escrow Company Work Completed on Work Inspected on (Date) C For Fannie Mae Use Only Prior Authorization (if any) Accumulated' For work exceeding $1,000: 1. Bids have been received and approved 2. Bids have been taken verbally. - Approved $14,520.00 $1,250.00 $15,770.00 (initials) (Initials) (Fannie Mae Sales Rao) (Date) . B total cost exceeds $3,000 two authorized signatures are required 2nd level: ❑ Supervisor ❑ Manager (Date) It total cost exceeds $15,000, Sales Review Committee Approval Required Sales review. (Date) I certify that I personally inspected the above item(s) and found all work completed in a satisfactory and workmanlike manner. Broker Signature Date FANNIE MAE FORM 1093 JAN 03 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 9/30/12 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: FEDERAL NATL MRTG ASSN AKA FANNIE MAE Property Address:297 NE 97 STREET Roofing Permit Number. Dear Building Official: DANIEL GARCIA certify that I am not required to retrofit the roof to wall connections of my building because: II 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. mg was nstru -d in compliance with the provisions of the Florida Building Code (FBC) or with the provisions orida Building Code (1994 SFBC) Signature State of Florida County of Dade DANIEL GARCIA Print Name The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above Sworn to and subscribed before me this 30TH da f SEPT, 2012 Notary Public, Sate of Florida at Large QtS Goo "SS'Ops u1. 054:4011131.F'- • • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000. . 1,. 3= uildng was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property information :' Folio 11- 3206 - 013 -4290 Property Address 297 NE 97 ST Owner Name(s) FEDERAL NATL MORTGAGE ASSN Mailing Address 6400 LEGACY DR PLANO TX 75021 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,717 Lot Size 6,188.15 SQ FT Year Built 1952 Legal Description MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 23 BLK 31 LOT SIZE 53.810 X 115 COC 23890 -1498 10 2005 1 OR 28234 -2194 081211 Assessment Information: Current Previous Year 2012 2011 Land Value $88,698 $77,129 Building Value /`. $146,959 $147,833 Market Value ' $285,657 $224,962 Assessed Value $231,710 $224,962 Exemption information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 Civilian Disability $0 $0 Widow(er) $0 $0 MIAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Honorable Pedro J. Garcia Property Appraiser Aerial Photography 2012 Taxable Vatue information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $181,710 $50,000 / $174,962 School Board $25,000 / $206,710 $25,000 / $199,962 City $50,000 / $181,710 $50,000 / $174,962 Regional $50,000 / $181,710 $50,000 / $174,962 Sale information: Date Amount Recording Qualification Code Book -Page 8/2012 $100 28234 -2194 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 1/2012 $183,300 28001 -2481 Deeds to or from financial institutions 5/2005 $475,000 23471 -1650 Sales which are qualified 10/2005 $560,000 23890 -1498 Sales which are qualified SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the tor. The owner's initial in the adjacent box indicates that the item has been explained. ▪ Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior oving the existing roof system.) . Common Roofs: Common roofs are those which have no visible delineation between ring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing or and/or owner should notify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can • e iewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining ance. Ponding Water: The current roof system and/or deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident • original roofing system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in •. ce with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Ex • Lion: Attic, ac . , designed by a Florida licensed engineer or registered architect to e t be required. Omer s /Age is Signature 4g h Property Address Permit Number Date Con ctor's Signature SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Requi tions of the Pe it Ap lica n Form Attachments Required See List Below Low Slope Application ,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 CA2.13,D,E 1.2.3.4.5,6,7 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 Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing Calculation Documentation Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address x..-1 1.11 Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile Asphaltic ❑ Metal Panel /Shingles Shingles ROOF CATEGORY ❑ Prescriptive BUR -RAS 150 ROOF TYPE Reroofing ❑ Recovering ❑ ROOF SYSTEM INFORMATIO ea (SF) Steep Sloped Roof Area Wood Shingles /Shakes Miami Shores Village aa� SECTION B (Roof Plan) SUBJECT TO STATE AND COl1NTY R ITH ALL FEDERAL LES AND REGULATIONS Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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AMII ■ ■■It■■■ ■11 ■ ■ ■ ■>t■■ ■■■MINI■■■■ ■ ■ ■ ■It ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ItINUC� %11••11 ■ ■ ■N ■1111MI11 ■N ■ ■■ ■NMI ■ ■ ■MI ■IN ■ ■11 ■ ■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■ 111■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1• ■ ■ ■11MI■MI11■■■■■■MI■■■ ■ ■■■■ ■■■■■■ ■ ■ ■ ■ ■ ■1■■■S■E1■■■1■ ■■■ MINA ■ ■t■ IIIM■ ■mow■ Florida Budding Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Root System) Fill in Spec Roof Assembly Components and identify Manufacturer (If a component Is not used, identify as "NA, System Manufacturer: NOA No.:(°"`Cr a►� Design Wind Pressures, From RAS 128 or Calculations: Pmax1:'�Q4 Pmax2 —.11 Pmax3: C" Max. Design Pressure, From the Specific NOA System: Deck: Type: ti_, Gauge/Thicleness :§,‘ %.a Slope: ‘,""a16 Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, #f Rows /!�@ " oc Perimeter t9 " oc @ Lap, # Rows ct @ t "oc Comer: 4 -0c @ Lap, # Rows ( _@ oc Number of Fasteners Per Insulation Board Field: AkAc Perimeter. Comer 366. Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, ping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 18. Anchor /Base Sheet & No. of Ply(s).st Nz Anchor/Base Sheet FastenerBonding Material: 1'140* a \144‘ J Insulation Base Layer. l A\ Base Insulation size and Thickness: tk A.. Base Insulation FastenerBonding, rial: Top Insulation Layer: Top Insulation Size and Thickness: VAlit Top insulation Fastener/Bonding Material: , \ A IA 4A, Base Sheet(s) & No. of PIy(s): A.\ A Base Sheet Fastener /Bonding Material i Ply Sheet(s) & No. of Pty(s): ciaZ Ply Sheet Fastener/Bonding Material Top Ply is 4'$. Top Ply Fastener s= • =ndirt •_ Mat: Surfacing: t Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: a )k' 7 i ue 3 Product Approval Number: /1- �2i ,> Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:P2: iI /£ P3: Maximum Design Pressure Product Approval Specific System: vb, 71 Method of Tile Attachment: 2 £ m , h -,&‘, ° 41 � -�►� liV1' Roof Slope: . : 12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: Ridge Ventllato? IL IV(96 V1/46-C'm tpaacn R=-til- ire Barrier: v■Vik Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 16' 1� bG2kCSC/7k nIA Type Cap Sheet: Roof Covering: Type & Size Drips Edge: kit) .(0��.��, ll/ ``i lfpt Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mr. 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 Calculations Per RAS 127" (P,:1 , r x A 046 ) - Mg: 6 97. Mr, ,n ".I Product Approval M1 •11 (13-2:'356.4.0 }, 1 -wit 4)- Mg:�4,� =Mr2 / � c Product Approval Mf (P3: x . I ) - Mg: (Len M� Product Approval Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt ` ,*7 M1 Required Moment Resistance* Mean Roof Height -0. Roof Slope 4r Symbol 20' _ 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 A 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. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F' (P2: x 1: = x w:= ) - W: x cos 0: - = Fn Product Approval F (P3: x 1: = x w:= ) - W: x cos 0: - = Fr3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I =length w =width Product Approval All calculations must be submitted to the Building Official at the time of permit application. MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www miamidade.gov/huikiime/ 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 a ►4 as descn ein, and has been designed to comply with the Florida Building Code including the gh Velocity Hurricane Zon the Florida Building Code. DESCRIP ON: Capistrano Concrete Tile LABELING: Each u ent 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 #07- 1018.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Capistrano Concrete L = 17" Tile W =12 '/" Thickness ='/2" Trim Pieces I = varies w = varies varying thickness MIAMTDADE COUNTY Test Specitications TAS 112 TAS 112 Product Description High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Test Identifier ERPF- 001 -02-02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94-083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 43 & 4) 25- 721443, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Test Name/Report TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March I999 Sep. 2006 NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Table 2: Aerodynamic Multipliers - A (ft) 3 " :12" 4 ":12" Tile 6 ":12" A (ft) Capistrano Concrete Tile Battens Direct Profile Direct Deck Batten Application Direct Deck Dire ck Appl ation Capistrano Concrete Tile Direct Deck 0.300 6.98 6.57 0.277 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 3 " :12" 4 ":12" 5":12" 6 ":12" Greater than T':12" Capistrano Concrete Tile Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.98 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 4 of 7 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. 19132" plywood) Battens Capistrano Concrete Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. . Table 6: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems - Mf (ft -Ibf) Minimum Attachment Resistance Tile Profile Tile Application Capistrano Concrete Tile Polyfoam PolyProTM 66.54 Polyfoam PolyProrm 38.74 0..• 3 Large paddy placement of 83grams of PoIyProTM. 4 Medium paddy placement of 24grams of PolyProT". �.. , Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set° 24.5 5 Tde -Tide Roof Tile Mortar. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 oft 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EdGLEfr" FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING warew CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 032I.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 oil MANMADE . DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144-1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.eov /Hera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of This product is approved as d- - • herein, and has been designed to co with the Florida Building Code including the High Vel . urricane Zone of the Florida Building Code. DESCRIPTIO 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Eac um s e 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 NOM/ 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH- 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test P roduct Description. Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 2 —w F'— MS MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page3of7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive MI -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive MI-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy 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 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY MIAM4DADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 NlAMIOA i COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/pera Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approv . _• : and has been designed to comply with the Florida Building Code including the Hi s ' elocity Hurricane Zone o Florida Building Code. DESCRIPT ON: Polyglass Polystick Underlayments LABELING: Each unit s ► . 1 , - : 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA # 11- 0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv:, Sub- Cateeory: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MIS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing ation Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x3' 60 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 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. 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 TAS 103 and ASTM D 1970 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 rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 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. A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 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 JX20H7A RX 14E8A DX23D8B DX23D8A TAS TAS TAS TAS TAS TAS TAS TAS Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 103 /ASTM D4798 & G155 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 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 04/26/11 09/01/11 10/19/11 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- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 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 - %z" 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. • .___ APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual 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. 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. Exposure Limitations (days) Polystick MTS MTS IR Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 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, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual 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 Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04 /05/12 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. Roofing Tiles (6 Max Per Stack) 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. 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- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 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 T' /12" or greater. It is suggested that on pitch/slopes in excess of 6'/0 "/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 lbs 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- 1229.01 Expiration Date: 09 /13/16 Approval Date: 04/05/12 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- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375 -2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as de :.r : _; ed to comply with the Florida Building Code and the High •city Hurricane Zone of the Florida Building DES ON: GAF RUBEROID® Modified Bitumen Roof System for Wood Dec • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Roofing Modified Bitumen SBS /APP Wood -75 psf Category: Sub - Category: Material: Deck Tyne: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"' Matrix"' 307 Premium Asphalt GAF Mineral Shield Granules Leak Buster"' Matrix"' 305 Fibered Asphalt Emulsion Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterT' Matrix"' 322 Elastomeric Roof Coating LeakBusterr' Matrix"' 306 LeakBusterT' Matrix"' 204 Wet/Dry Roof Cement GAFGLAS® #80 ULTIMAT' Base Sheet GAFGLAS® Flex P1yT' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet Test Dimensions Specification 5, 55 gallons AST' D41 60 Ib. Bags ASTM D1863 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1,5gallons 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 39,37" (1 meter) Wide ASTM D1227 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofmg. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II 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. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 2 of 31 Product RUBEROIMop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Sm RUBEROID® TORCH Granule Ri ROID ®EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID®170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID®20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37") wide 107 sq. ft. (9.9 m2) 3937" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description 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 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. 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. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP /SBS Heat Weld Wood, Non - insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Teen.' AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6AFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener s . acin _ of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in t% field. (Maximum Design .Press 52.5 psf, S: a General Limitation #77 GAFGLAS® #80 ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teen' #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 psi; See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum .Design Pressure -60 psf, See General Limiiation #7) NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 29 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill- TecT"' #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeIdTM Smooth or RUBEROID® SBS Heat WeldTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex P1yT' 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID® Torch Smooth, Rai EROID® Torch Granule, Roof Match"' APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR, RUBEROID® Torch Plus Granule, RUBEROID® EnergyCaplm Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® EnergyCapTM SBS Heat- WeJdTM Plus FR, RUBEROID® SBS Heat- We1dT', RUBEROID® SBS Heat- We1dTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat- WeldTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Buster"' Matrix"' 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 MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster"' Matrix"' 715, Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 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 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LEVIITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply T"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or V2" 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- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsisq. 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 2751bf. 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 to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE - aLL111 <1.Jx •1•1I, tom IAPPROVEDI NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 31 of 31 MIN IMA1E1 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINLSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI —DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.gov /sera GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA — Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the re ' uirements of the applicable building code. This product is appro = • " escribed herein, and has been designed to comp y the Florida Building Code inclu e .gh Velocity Hurricane Zone of the Florida Building Code. DESC 1 TION: GAF TOPCOAT® Roof Membrane and Maintenance Coatings. 1 1f LABELING: ac : _ ., .. _ , . . - er s name or logo, city, state, model/ series and following statement: "Miami— ade County Product Control Approved ", unless otherwise noted herein. abel • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0221.01 and consists of pages 1 through 9. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 10-0422.05 Expiration Date: 05 /15/13 Approval Date: 03/22/12 Page 1 of 9 TOPCOAT® FireShield® SB 5 or 55 gal. TOPCOAT® EPDM Coating 5 or 55 gal. TOPCOAT® EPDM System Cleaner TOPCOAT® WallcoteTM Block Primer TOPCOAT® WallcoteTM Flashing Sealant eOutTM Fire Barrier Coating 5 gal. 5 or 55ga1 5 or 55gal 5 or 55gal MANUFACTURING LOCATION: 1. Walpole, MA. EVIDENCE SUBMITTED: Test Aaencv Momentum Technologies, Inc. Exterior Research & Design, LLC. PRI Asphalt Technologies Inc. Factory Mutual Research Corp. Underwriters Laboratories MIAMI•DADE COUNTY APPROVED ASTM D6083 ASTM D6083 Proprietary Proprietary Proprietary Proprietary Test Identifier EX14A3A 18026.03.02 -1 18026.03.02 -R2 G6040.03.07 GAF - 082 -02 -01 GAF- 065 -02 -01 GAF -054 -02 -01 GAF- 087 -02 -01 GAF - 110 -02 -01 GAF - 122 -02 -01 GAF - 084 -02 -01 3015619 3026767 05NK11032 Solvent based liquid thermoplastic rubber sealant designed to restore roof surfaces, formulated to provide fire protection and to increase a roof's reflectivity Water -based acrylic reflective coating designed to protect and provide reflectivity on EPDM roofs Surface preparation treatment for EPDM substrates A clear, water -based primer formulated for porous or chalking concrete and masonry surface. A light gray, water -based synthetic rubber sealant for wall penetrations. Low VOC, water -based fire barrier coating Test Name / Report Date ASTM D 6083 02/26/04 TAS 114-D 03/17/06 TAS 114 -D 12/05/07 TAS 114 -D 12/06/07 ASTM D 903 05/07/06 ASTM D 6083 12/14/04 TT- C -555B 07/11/04 ASTM D 6083 09/26/05 TAS 139 02/15/06 TAS 139 05/07/06 ASTM D 6083 05/07/06 FM 4470 03/15/05 FM 4470 02/01/07 UL 790 10/12/05 NOA No.: 10-0422.05 Expiration Date: 05/15/13 Approval Date: 03/22/12 Page 3 of 9 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 system. GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. TOPCOAT® Roof Membrane and Maintenance Coatings shall not be applied in inclement weather conditions. See manufacturer's specification and application instructions for weather and temperature instructions. 3. The product listed herein are components of roof assemblies and are approved for use with roof assemblies that list any of the products listed herein as part of their roof assemblies Notice of Acceptance. If a product is not listed as part of roof assemblies Notice of Acceptance, a request may be made to the local building official or Miami Dade Product Control for approval provided that appropriate documentation is provided. 4. All products listed herein shall have an unannounced follow -up quality control program from an approved listing agency, and shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. Follow up test results shall be made available to Miami -Dade Product Control upon request. 5. Change in materials, use, or manufacture of any of the products listed herein shall be cause for termination of this Notice of Acceptance. 6. This maintenance coating system shall not be applied over, prepared roofing; i.e., fiber - cement shingles, quarry slate, cement or clay roof tile, metal shingles, wood shingles or shakes. 7. TOPCOAT® Roof Membrane and Maintenance Coatings shall be applied in accordance with manufacturer's published application instructions. 8. TOPCOAT® Roof Membrane and Maintenance Coatings shall be used as a roof maintenance coating system in accordance with applicable Building Code. TOPCOAT® Roof Membrane and Maintenance Coatings are not approved to be used as a repair or recover system. 9. All approved products listed herein shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 10-0422.05 Expiration Date: 05/15/13 Approval Date: 03/22/12 Page 9 of 9 TGFU.R1306 - Roofing Systems http: / /database.ul.com/cgi- bin /XYV /template/LISEXT /1FRAM... ®_ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, Ni 07470 USA R1306 "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 (minimum) gypsum board or y4 -in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard "" Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTh" Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri -Ply Ply 4° or "Ply 6° may be adhered to G-P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuard "" Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable altemate to "EnergyGuard" in any applicable Classification. "GAF Stratavent@ Eliminator'"' Venting Base Sheet (Nailable)" may be mechanically 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 "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications indude "EnergyGuard EPS Insulation ". References to glass fiber insulation indude °EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Pty #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or'Tri -Ply Ply 4 °, or "GAFGLAS® Ply 6 °) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator" Venting Base Sheet (Naiiable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS@ #75 Base Sheet" or "fri -Ply #75 Base Sheet° or "GAFGLAS® #80 ULTIMA" or °GAF Stratavent® Eliminator'"" Venting Base Sheet (Nailabie)" may be substituted for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4° or "Trt -Ply Ply 4° or "GAFGLAS® Ply 6 °) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "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 periite insulation. Crushed stone or slag are suitable aitemates for gravel in any of the Class A, B or C systems listed. 1 of 50 7/6/10 10:11 AM TGFU.R1306 - Roofing Systems http : / /database.ul.com/cgi- bin /XYV /template/LISEXT /1FRAM... Membrane Adhesive" applied at 2 -gal /100 -112 Membrane: — "Ruberoid® Mop 170 FR° or "Ruberoid® SBS Dual FR° or "Ruberoid® Mop FR° or "Ruberold® EnergyCapn" Mop Plus FR" fully adhered with "Matrix 102"' SBS Membrane Adhesive" applied at 2 -gal /100 -ft2. 43. Deck: NC Incline: 1/2 Base Sheet: — One or more piles Type G2 "GAFGLAS #75 Base Sheet °, "Tri -PIy #75 Base Sheet° or Type Gi or Type G2, hot mopped or mechanically fastened. PIy Sheet (Optional): — One or more plies "Ruberoid® 20" or "Ruberoid® Dual Smooth° hot mopped or mechanically attached. Membrane: — "Ruberoid® 30° hot mopped in place. 44. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perlite, glass fiber, polyisocyanurate, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, any thickness. Base Sheet: — One or more plies Type G1 or G2 "GAFGLAS #75 Base Sheet ", or "Tri -PIy #75 Base Sheet", mechanically fastened. Ply Sheet: — Two or more plies Type Gl, " GAFGLAS Flexply 6" or "Tri-PIy Ultra- Flexible PIy 6° fully adhered with "Matrix 1" 103 Cold Process Adhesive" adhesive applied at 2 -gal /100 -ft2 Surfacing: — No. 11 mineral granules adhered with "Matrix"" 103 Cold Process adhesive" adhesive applied at 2-gal /100 -ft2 45. Deck: NC Incline: 1/2 Insulation (Optional): — Wood fiber, glass fiber or perlite, 1/2-in. min thickness over any UL Classified insulation, any combination, any thickness. Base Sheet: — One or more plies °Liberty MA Base Sheet° mechanically fastened. Cap Sheet: — One ply 'Liberty FR SBS Self- Adhering Cap Sheet° or "Ruberoid® SA Cap FR Sheet" self adhered. 46. Deck: C -15/32 Incline: 1/2 Base Sheet — Type G2 ° GAFGLAS #75" Base Sheet, or "Tri-PIy #75 Base Sheet ", mechanically fastened. Base Sheet: — One or more plies "Liberty MA Base Sheet ", mechanically fastened. Cap Sheet: — "Liberty FR SBS Self- Adhering Cap Sheet" or "Ruberold® SA Cap FR Sheet" self adhered. 47. Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet ", or °'m -PIy #75 Base Sheet", mechanically fastened. Ply Sheet (Optional): — One or more plies Type GI " GAFGLAS PIy 4° or °Tri -PIy PIy 4 °, or " GAFGLAS PIy 6° mechanically fastened or hot mopped. Membrane: — "Ruberoid® EnergyCap Torch Plus FR" or "Ruberold® EnergyCap Torch Granule FR" heat fused. 48. Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, wood fiber, glass fiber any thickness. Base Sheet: — One or more plies Type G2 "GAFGLAS #75 Base Sheet" or "Tri-PIy #75 Base Sheet" mechanically fastened. Ply Sheet (Optional): — One or more plies Type GI. " GAFGLAS PIy 4" or °Tri-PIy Ply 4" or ° GAFGLAS PIy 6 °, mechanically fastened or hot mopped. Membrane: — "Ruberoid® 30 FR° or "Ruberoid® EnergyCap SBS 30 FR" hot mopped. Surfacing: — "EnergyCote "applied at 0.6-gal./100-ft2 49. Deck: C -15/32 Incline: 1 ,Asir' O .r" anoiied a zd n _ft2. Base Sheet: — One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri -PIy #75 Base Sheet", m i chat ray fagened. °IAeem8Wg1111rw "Ruberoid® Torch Gra line" or "Ruberoid® Torch Granule 1" or "Ruberoid® Torch Granule Pius" or'"Ruberoid® Torch FR" heat 50. Deck: C -15/32 Incline: 1/2 Primer: — "Fire Out" applied at 1 -gal /100 -ft2. Base Sheen — One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri -PIy #75 Base Sheet" mechanically fastened. PIy Sheet (Optional): — One ply Type Gi or Type G2, mechanically fastened. Membrane: — "Ruberoid® Torch Granule "or "Ruberold® Torch Granule 1" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Torch FR" heat fused. 14 of 50 7/6/10 10:11 AM