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RF-13-381Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 186392 Permit Number: RF -2 -13 -381 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: SCHLEICH, JASON Job Address: 4 NE 111 Street Miami Shores, FL 33161 -7047 Project: <NONE> Contractor: MORTON ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360040010 Phone: (954)783 -5883 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 22, 2013 For Inspections please call: (305)762 -4949 Page 25 of 48 ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax: (866) 784-8550 www. f loridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 March 21, 2013 Job Order No.: 13 -854 Permit No.: RF -2 -13 -381 Morton Roofing, Inc. 500 N.W. 12th Avenue Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Schleich Residence 4 N.E. 111th Street Miami Shores, Florida 33161 Dear Sir or Madam: In accordance with your authorization, Florida Engineering & Testing Inc., has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on March 20, 2013, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of concrete flat tile foam set. The pitch of the subject roof is 4/12. Our field engineer's representative visited the site and conducted fifty -one (51) uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp scale model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1 - 7 Comer See Attached Diagram 35 ± 5 pounds Passed 8 - 30 Perimeter See Attached Diagram 35 ± 5 pounds Passed 31 - 41 Field See Attached Diagram 35 ± 5 pounds Passed 42 - 51 Ridge & Hip See Attached Diagram 35 ± 5 pounds Passed Qualify gr. assurance Page 2 March 21, 2013 Job Order No. 13 -854 Morton Roofing, Inc. Schleich Residence 4 N.E. 111th Street Miami Shores, Florida 33161: All test results were found to be in compliance with TAS -106 and the Florida Building Code (see attached field sketch). The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a fmal roof inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Florida Engineering & Testing, Inc. (FE &T) is an independent third party providing un- biased testing information and results. FE &T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Reza Javidan, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 % s s' a= 0.1W =0.1 x 55 =5.5' a= 0.4H =0.4 x 15 =6' Perimeter Dimensions =5'6" Field Sketch -Not to Scale Approximate Dimensions 4 N.E. 111th Street Miami Shores, Florida 33161 RE: Permit # RF -2 -13 -381 Miami Shores Vivage Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 1/4.3/1"/A.9 1 John B. Morton III licensed as a (n) Contracto / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC011043 On or about 3/ '7/13 (Date & time) Secondary water barrier work at 4 NE 111th Street , I did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) State of Florida County of Dade: 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 x/7//3 -. �. day of March 2013 JILL S. TULLY MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 Bonded through 1st State Insurance *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 inspection Revised on 5/21/2009 Prepared By & Return To: Morton Roofing Inc. 500 NW I.2th Avenue Pompano Beach, FL 33069 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST BNIPMTION PERMIT NO. TAX FOUO NO. i 1-2138-004-0010 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements lII be made to certain real property, and in accord:aloe with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN: 20130149310 BOOK 28503 PAGE 4117 DATE:02/25/2013 12:47:00 PM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Space above reserved for use et recordbva office 1. Legai description of property and street/address: College Heights PB 42-8 Lot: 1 Bik: 1 4 NE_Illthltreet, Miami Shores, FL 33181 2. Description of improvement:Jte-roof 3. Owner(s) name and address: Jason Schleich 4 NE 111Th ST., Miami Shores, FL 33161 — Interest in property: Owner Name and address of fee simple tftleholden til/A 4. Contractor's name, address and phone number: Morton Roofing, Inc. 500 NW 12th Avenue Pompano Beach FL 33069 954-783-5883 5. Surety: (Payment bond required by owner from contractor, if any) Name, wows and phone number: N/A _ Amount of bond $ B. Lender's name and address: NIA 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(1)()7., Fkrida Statutes, Name, address and phone number: N1A W 8. In addition to hirnseff, Owners designates the following person(s) to receive a copy of the Lb:noes Notice as provided in Section 8 0 713.13(1)fl, Florida Statutes. LL Name, address and phone number:ALA 0 — — 9. Expiration date of this Notice of Commencement: ---(the expiration Sete la 1 year from the date of recording unless a manta data is speared) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED CD IMPROPER PAYMENTS UNOER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR 0 IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT wrrm YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOW oR RECORDING YOUR NOTICE OF COMMENCEMENT. Cl ELIO C2i Li. s w a E 1 Ix = - Signature(s) of 3) or Owner(sy Prepared By Print Name Jason hlekh Title/Office Owner_ STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this By Jason Schleich a Individually, or C3 as a Personally known, or a produced the following type of ida Signature of Notary Public: Print Name: (SEAL) /Director/Partner/Manager Prepared By Print Name Title/Office 18th day of February • 2013 Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. ALL 8.TULLY MY COMMISSION 4414M1110 EXPIRES: NOV21,2014 WSW 1st Slats Murano Signature(s) of Owner(s) or Own sys Autivarixed Ofricer/DirectoriPartner/Manager wtersimestabover--•-- 114 C"Ift By X 123.61.5 1,0411 3 51 By CERTIFICATE OF LIABILITY INSURANCE Date I 12/28/2012 producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938-5562 lids Certificate is issued as a matter of information only and confers no rights upon the certificate Holder. This Certificate does not amend, extend or altar the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 InsurerA Lion Insurance Company 11075 Ins"rev B: Insurers Insurer D: Insurer E: Coverages The policies of ineurarver listed below have been issued to the insured named above for rile policy plied indicked. Notwithstanding any requirement tan or condition of 811i/contract or other document with respect to winch tits cerUII ate may be rued or may pertain the insurance afforded by the policies described herein is subject to of theterms, exctusions,ard Can ens ofsudh policies. Aggregate imitsstOwn may have been reduced by paid claims. NSR LTR ADDL NSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Each Occurrence $ Damage a )rerdett premises (EA $ Claims Made Occur Ned Eirp S rsonal Adv injury $ General aggregate limit applies per r. 3 Policy ❑ Project ❑ LOC General Aggregate $ Products - CompropAgg S AUTOMOBILE LIABILITY A AUOa®fod Mobs Scheduled Autos lined Autos Non Owned Autos Combined Single Lima (EA Accident) $ Buddy k uy (Per Person) $ Bodiy bjay (PerActiderx) $ Property Damage (Per Accident) S EXCESS/UMBRELLA LIABILITY ROccur ❑ Claims Made Deductible EachOectrrence Aggregate A Workers Compensation and Employers' Liability My proprietor /partner /executive officer /member excluded? NO If Yes, describe under special provisions below. WC 71949 01/01/2013 01/01/2014 X I INC Stahl- tory Units I 1 0TH - ER EL Each Accident $1.U00.000 E.L Disease -Ea Employee a1 .tfo0,000 E.L. Disease - Policy Limits $1.000AO= Other Lion Insurance! Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operatlons/LocatlonsNehicles /Excluslons added by Endorsement/Special Provisions: Client 10: 80- 65-712 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company ": Morton Roofing, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name; FAX: 305 -756 -8972 / ISSUE 12-03 -12 (TD)Reissued 12/10/12 (SH) Begin Date: 11/14/2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 shut any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will eaxleavorto mail 30 days wnUen notice to the certificate holier named to the left, but failure to do so shall impose no obNI:rationor liability of any kind upon the insurer, Its agents or representatives. 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 4 NE 111th Street, Miami Shores, FL Permit No. FBC 20 (0 Master Permit No. ROOFING 13 I City: Miami Shores Folio/Parcel #: 11 -2136- 004-0010 Is the Building Historically Designated: Yes County: Miami Dade Zip: 33161 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Jason Schleich Phone #:(786) 554 -5426 Address: 4 NE 111th Street City: Miami Shores Tenant/Lessee Name: N/A Email: jasondesigns@hotmail.com State: FL Zip: 33161 Phone #: CONTRACTOR: Company Name: Morton Roofing, Inc. Phone #: 954-783 -5883 Address: 500 NW 12th Avenue City: Pompano Beach State: FL Zip: 33431 Qualifier Name: John B. Morton, III Phone#: State Certification or Registration #: CCC011043 Certificate of Competency #: Contact Phone#: 954-783 -5883 Email Address: jilibmortonroofing.com DESIGNER: Architect/Engineer: N/A Phone#: Value of Work for this Permit: $18,260.00 Square/Linear Footage of Work: es Type of Work: Addition ❑Alteration °New 110Repair/Replace ❑Demolition Description of Work: Tile & Flat Deck Re -roof )Ipaiir Color thru tile: E.nire -RA AAirAripe[ o w/-11 Submittal Fee $ lb Permit Fee $ 60 CCF $ CO /CC $ Ii /�� Igo Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT F,RS, HEAVERS, 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 cf a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy cf the notice cf commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy cf the recorded notice cf commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence cf such posted notice, the inspection will not be approved and a reinspection fee will be charged. XSignature �� anAM ( L(A W 1. Owner or Agent The foregoing instrument was acknowledged before me this 1 6th day of February , 2013 , by Jason Schleich who is personally known to me or who has produced FL DL As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: JiII S. Tully My Commission Expires: 11 /21/14 Contractor The foregoing instrument was acknowledged before me this 16th day of February , 2013.. by John B Morton, III who is personally known to me or who has produced N/A as identification and who did take an oath. NOTARY PUBLIC: JILL S. TULLY n MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 APPROVED BYd &Y Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Sign: Print: HI . T v My Commission Expires:11 /21 JILL S. SULLY MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 Bonded through 1st State Insurance Zoning Clerk Prepared By & Return To: Morton Roofing Inc. 500 NW 12th Avenue Pompano Beach, FL 33069 NOTICE OF COMMENCEMENT A REGRIND COPY MUST BE POSTED Off THE .RIB SITE AT TIME OF FIRST IiECiiON PERMIT NO. TAX FOLIO NO.11 2136 -004 -0010 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to detain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Com> mencement, CFN: 20130149310 BOOK 28503 PAGE 4117 DATE:02/25/2013 12:47:00 PM HARVEY RUVIN, CLERK OF COURT, MIA DADE CTY 1. Legal description of Space above reserved for use of recng office 1. NE 11 esc p street/address: College Heights PB 42-8 Lot 1 Blk: 1 .Street. �lami Shores_EL jj__ . .... 2. Description of improvement B Owner(s) name and address: Oa gn Sch)Wich . 4 NE 111TH ST, Miami Shores, FL 33161 Interest in property: Owner Name and address of fee simple tAleholder: NIA 4. Contractor's name, address and phone number: Morton Raofinp, Inc. 500 NW 12th Avenue, Pompano Beach FL 33069 954-783-5883 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: N!A _ Amount of bond $ 6. Lender's name and address: NIA 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: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as 713.13(1)(b), Florida Statutes. provided in Section Name, address and phone number: N/A 9. Expiration date of this Notice of Commencement: __ expt�tion data is 1 year from tiro date of recording unless a dMeent date is mad) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE FECORDED AM POSTED ON THE .108 SITE BEFORE THE MST INSPECTION. F YOU INTEND TO OBTAIN FTINANCENG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCV,IG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Jason Title/Office Owner STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Jason Schleich la Individually, or ❑ as for a Personally known, or a produced the following type of iden Signature of Notary Public: Print Name: Jill S. Tully (SEAL) Director/Partner/Manager Prepared By Print Name Title/Office 16th day of February YERECANKRAMJANIBLuanatugasumpaffim JILL&TULLY Under penalties of perjury, I declare that I have read the foregoing and MY COMMISSION MIMS that the fads stated in it are true, to the best of my knowledge and belief. EXPIRES: ION E1.2014 Signature(s) of Owner(s) or Own ' fisted throupd 1e Bate G Owner() �Au Off /Director /Partner/Manager By X ,+t�IJj t By . 2013 177.81.82 FACIE 1 E Ht' 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 Morton Roofing, Inc Job Address 4 NE 111th Street ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile Mortar /Adhes ❑ Asphaltic ❑ Metal Panel /Shingles Shingles ❑ Wood Shingl ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof El Reroofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ❑ Maintenance 712 2,269 2,981 SECTION B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Miami Shores Village ApPR•',ED BY DATE `6JE T i0 CC NIPI.!PDICE WI PH ALL FEDERAL ril_,LES AND FECtU 2a QNI$ • Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAF NOA No.: 074219.09 Design Wind Pressures, Fro " RAS 128j.r Calculations: Pmax1: -49. Pmax2: -82.6 Pmax3: 424.3 Max. Design Pressure, From the Specific NOA System: -52.5 Deck: Type: wood Gauge/Thickness: 5/8" or greater Slope: < 1" Anchor/Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: N/A Top Insulation Layer: NIA Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 1 Ply - GAFGIass 75# Base Sheet Fastener/Bonding Material: 1 -1/4" Ring Shank Nails and Tin Caps Ply Sheet(s) & No. of Ply(s): 2 Plies - GAF Ply IV Ply Sheet Fastener /Bonding Material: Hot Asphalt Fastener Spacing for Anchor /Base Sheet Attachment Field: 6 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field: N/A Perimeter NIA Corner N/A Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chap er 16. Parapet Height Mean Roof Height Top Piy:1 Ply - GAF Glass Cap Mineral Surfaced Cap Top Ply Fastener/Bonding Material: Hot Asphalt Surfacing: Granuals 1. Base sheet fastened with 1 -114" RSN 2. 2 x ply IV set in hot asphalt 3. Mineral Surface Cap Sheet in hot asphalt 4. 3"x3" GaIv. Eaves Drip with 1 -114" RSN f is more than 0' from neighbors t Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Entegra Product Approval Number: 10- 1202.01 Minimum Design Wind Pressures, If Applicable (From P1: -39.1 P2: -68.1 P3: -100.7 i- AS 127 • r Calculations): Maximum Design Pressure Product Approval Specific System: 40.4 (Moments) Method of Tile Attachment: Polyfoam - NOA = 12-0228.18 Roof Slope: 4 : 12 Steep Sloped System Description Deck Type: Wood Type Underlayment: Insulation: 30# ASTM N/A Fire Barrier: Ridge Ventilation? N/A N/A Fastener Type & Spacing: Adhesive Type: Mean Roof Height: 14' 1 1/4" Galv Ring Shank Nails 6" on laps, 2 rows 12" O.C. Asphalt Type Cap Sheet: 90#, 3' SBS @ Eaves and Valleys SBS NOA -12- 0406.07 Roof Covering: TILE Type & Size Drips Edge: 3"x3" White Galvanized k Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. If the Mt 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" (P1: -39.1 x X 289 = 11.30 ) - Mg: 7.67 = Mr1 3.63 Product Approval Mf 40.4 (p2: -68.1 x x .289 = 19.68 ) - Mg: 7.67 = Mr2 12.01 Product Approval Mf 40.4 (p3: -100.7 x x .289 = 29.10 ) - Mg: 7.67 = Mr3 21.43 Product Approval Mt 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 28.4 Product Approval Mf 40.4 Mt Required Moment Resistance* Roof Height 15' 20' 25' 30' 40' Mean -► Roof Slope.► 212 34.4 36.5 382 39.7 422 3:12 322 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 F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= ) - W: x cos 0: - = Fr, Product Approval F. (P2: x 1: = x w:= ) - W: x cos 0: - = Fr2 Product Approval F' (P3: x 1: = x w:= ) - W: x cos 0: - = F,3 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 Mg Product Approval Attachment Resistance M, Product Approval Required Moment Resistance K. Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated . Average Tile Weight W Product Approval Tile Dimensions I= length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. Owner's Notification Form 07 "Delivering Excellence Every nay" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z iii e) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. , B � 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ,;- iled in accordanice with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 041 3. Common roofs: Common roofs are those which have no visible delineation between neighboring s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail p etrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 41h, " 5. Ponding water: The current roof system and/or deck of the building may not drain well and may 4. water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural di ess and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov,,; oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ►' . Ventilation: Most roof structures should have some ability to vent natural airflow through the in or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be e II ced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: Contractor's Signature: Date: Property Address: 4 NE 111th Street, Miami Shores, FL 33161 7 DEPARTMENT OF PERMTF ING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVLSION 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.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3M"' 2- Component Foam Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof file adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive All -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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive 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 Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 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. I -1 F W F'- �2� MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall he maintained between 1.0 -1.15 (A): 1.0 (13). 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 AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein.. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy 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 LABFJANG: All 3MT1`4 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 Nall through Mastic cement Underlayment 1 Paddy (Beneath The) foVim Eon Cause *7.7In EaveNNIesure 4 It up from seepholes Save cause only: Keep adhesive exam Nall through plastic ceme Paddy (Beneath TIM) Underlayment 10 In. 2 In. Eme Cane Eam Closure Ease cone only: Keep &bales approx. 4 In. up from weepholes Optional 24's for 1) Place enough adhesive to achieve 17 to 23 steep pitch applications square Indies In contact with the pan tile To1 In. From outside edge of cover Me. Then Install the Me. ow, •• 2) Tum covers upside dam. Place adhesive 112 In. tt Undedayment Nall through plastic cement • Re 10P P00100 of the eave course cow Me. Allyn° second course of pan Mos Elmore ease end ot pan end cover tiles are flush at ease Una Eave closure (muter shown) eephole Fascia Sheathing Optional PoInt-up Mortar on longitudinal edges 01 Ma 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 Nail through plastic cement Paddy (between tile) Paddy (under tile) 4**, • 41n. t x3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile Eave course In X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between the 21n. x 7 in. medium size paddy eave course only it..r 3 in.x 3 in. 4 in. Single paddy on under- lament Single paddy on top of tile Eave Cause Fasda Weephole Eave closure Drip edge Single paddy behveen tile .41n.x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x7 M. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4th Street Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08- 1008.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315 -2590 F (786) 31525-99 www.miamidadesovJDera NOA No.: 12- 0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS SCOPE: This approves Tamko Underiayments, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions TW Metal and Tile 39-%" wide Underlayment Manufacturing Location #1 Moisture Guard Plus Manufacturing Location #1 TW Underlayment Manufacturing Location #2 Awaflex Manufacturing Location #1 39 3/e wide 39-%" wide 39-34" wide Awaplan 170Th 393/s" wide Manufacturing Location #1 Test Specification TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 TAS 104 Product Description Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified a, halt and surfaced with ceramic granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. NOA No.: 12- 0406.07 Expiration Date: 07/05117 Approval Date: 06/21/12 Page 2 of 6 Eno Awaplan Premium"' Manufacturing Location #1 Tamko SA Base Manufacturing Location #1 Dimensions 39 -3 /s" wide 39 -3 /s" wide Tamko SA Cap 39-%" wide Manufacturing Location #1 EVIDENCE SUBMITTED: Test Auencv, Exterior Research & Design, LLC Trinity j ERD PRI Asphalt Technologies, Inc. Test Specification, TAS 104 ASTM D 1970 ASTM D 6164 Test Identifier 4448.12.01 -1 4448.05.02 -1 TI 1090.09.08 TAP - 058 -02-01 TAP - 058 -02-02 TAP - 191 -02-01 TAP - 192 -02-01 TAP - 193 -02-01 TAP-207-02-01 REV TAP - 185 -02 -01 REV TAP - 196 -02 -01 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS Product Description A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A fiberglass - reinforced self - adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVUZ. Do Not Remove Release Fihnl A dual - coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. Test Nurne/Report Date TAS 103 TAS 103 TAS 117(B)/ TAS 114(C) TAS 103 TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104/ ASTM D 4798 ASTM D 6164 ASTM D 1970 12/19/2001 05/29/2002 09/18/08 04/30/02 05/23/02 11/16/07 11/13/07 11/16/07 12/10/08 11/06/08 01/09/08 NOA No.: 12- 0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 3 of 6 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description System E(2): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: .7z APPROVEGI Wood, Non- insulated 19/32' or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a.minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 1962" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non-insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW UndinSiyment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 12- 0406.07 Expiration Date: 07 /05/17 Approval Date: 06/21/12 Page 4 of 6 Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(S): Base Sheet Membrane: Surfacing: Wood, Non - insulated t9132" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type U or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies f Awaflex,! waplan 170 or Awaplan Premium applied at a right angle (900) to e s ope o the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Wood, Non - insulated 1942" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film3 One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 5 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW MetaI and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See 117 & 118 above) is exceeded. 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 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 12- 0406.07 Expiration Date: 07105/17 Approval Date: 06/21/12 Page 6 of 6 MIAMI.OV�►D>E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave Okeechobee, FL. 34972 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10-0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Pagel of 5 ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra " Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Plantation Tile Length: 161/2" Fiat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces Length: varies Width: varies Thickness: varies TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg 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 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations (Lif 113D'1,14-e{.'11itki APPROVED NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -1(ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Table 2: Aerodynamic Multi'ipliers - X (ft3) 2":12" Tile 4 ":12" X (ft3) g ": 12„ a, (ft3) Profile Direct Deck Batten Application Direct Deck Application Plantation Tile Direct Deck 0.267 Direct Deck 0.289 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3 ":12" 4 ":12" 5 ": 12" g ": 12„ Greater than 7 " :12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Plantation Tile 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Table 4: Attachment Resistance Expressed as a Moment - M1(ft -Ibf) For Nall -On Systems Tile Profile .Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19132" plywood) Battens Plantation Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 • 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a minimum of 2W from the head of tile. NOA No.: 10- 1202.01 Expiration Date: 12108/15 Approval Date: 12/30/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar Set Systems TUe Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E ", where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 - Mf (ft-Ibf) Table 6: Attachment Resistance Expressed as a Moment For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile PolyProTM 118.94 PolyPro T6/ 40.4° 4 Large paddy placement of 45 grams of PoIyPro1 '. 5 Medium paddy placement of 24 grams of PoIyProm. Table 7: Attachment Resistance Expressed as a Moment - Mt(ft-Ibf) for Mortar Set Systems TUe Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E ", where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FIAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 10-1202.01 Expiration Date; 12/08/15 Approval Date: 12/30/10 Page 5 of 5 'NI f� M 1.0 BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1411 WEST FLAGLER STREET, SUrTE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Tvue: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster", Matrix", 307 Premium Asphalt Primer Dimensions 3, 5, 55 gallons GAF Mineral Shield""' 60 & 100 lb. bags Granules Leak Buster", Matrix", 305 Fibered Asphalt Emulsion Leak Buster", MatrT, 303 Premium Fibered Aluminum Roof Coating LeakBuster", MatrixTM • 322 Elastomeric Roof Coating LeakBusterT, Matrix", Select Asphalt Emulsion Fibered 306 Leak Buster", Matrix", 204 Wet/Dry Roof Cement RUBEROID. Modified Bitumen Flashing Cement LeakBusterT, Matrix", 201 Premium SBS Flashing Cement GAFGLASs' #75 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Test Specification AST, D 41 ASTM D 1863 ASTM 1227 Product Description. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 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. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® 1/80 ULTIMATM Base Sheet GAFGLAS® Flex PIyTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCaplw Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® ElvminatorTM Perforated GAFGLAS Flashing GAFGLAS® STRATAVENTe Eliminatorm Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROID e SBS Heat- WekdTM Granule RUBEROID e SBS Heat We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS 1-Ieat-We1dTM PLUS FR RUBEROID® SBS Heat-WeldTM 25 RUBEROID® Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (3937") wide 1 meter (39.37") wide 1 meter (3937 ") wide 39.37" (1 meter) wide Test Sueeitication ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating, Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 094219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROID® Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID ®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 3937" (I meter) wide 39.37'(1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTMD5147 ASTM D 6163 ASTMD5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with tire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non-woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 Product Leak Buster"' Matrix" 302 Non Fibered Aluminum Roof Coating OAF Built-Up Roofing Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak Buster"' Matrix" 602 • Leak BusterTM Matrix" 715 LeakBusterTM Matrix" 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShieLd® FB-1S VersaShield® FB-2S TOPCOAT FireShield® MB Leak Buster"' MaatrixTM 201 SBS Flashing Cement Leak Buster"' Matrix"' 102 SBS Adhesive Leak Buster"' Matrix'' 202 SBS Flashing Cement Leak Buster" MatrixTM 203 Plastic Roof Cement Leak Buster"' Matrix" 103 Cold Process Adhesive Dimensions 5 gallons 100 lb. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350sg ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description AST' D2824, Non- ftbered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Types I,ll,III and IV proprietatY ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating Dimensions 5 gallons 5 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardrM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuard''M Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ®, Dens Deck® Prime, Dens Deck° Dura GuardTM Structodek SecurockTM Test Product Specification Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. Table 2 Product Description: Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisocyanurate/wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 09- 1219.09 Expiration Date: 11!04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Product Number • Name 1. Drii1 -Teets #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofmg• Fastener 2. Drill-Teem ASAP 3. Drill- TecT+a #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill-Teem Polypropylene Plates 6. Drill -Teem AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill- TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1:AM J.I. ODOA8.AM LI.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF -012 -02 -02 GAF -020 -02 -01 02 -005 02 -014 Dimensions Various Manufacturer (With Current NOA) GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 - TAS 114 4470 -TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 ate 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7of 19 Deck Type 1: Deck Description: System Type E: Base sheet mechanically fastened. AU General and System Limitations shall apply. Wood, Non- insulated 19/32" or greater plywood or wood plank decks Fire Barrier. FireOuVTM Fire Barrier Coating, VersaShield®Non - Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULThMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBER.OID® Heat- We1dms Smooth or RUBEROID® Heat-Wales.' 25 base sheet mechanically fastened to deck as described below; • Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design .Pressure -45 psi; See General Limitation #7 GAFGLAS® Ply 4, GAFGLAS® -Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -4S psf,, See General Limitation #7j GAFGLAS® Flex PIyTM 6,iAFGLAS #75 3ase Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field (Maximum Design Pressure S2.S psf, See General Limitation #7} GAFGLAS® #8OULTIMATM, RUBEROID ®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7} GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Team steel plate or Drill -TeaTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Mo:Al um Design Pressure -60 psf, See General Limitation #7J NOA No.: 07-1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Tecm steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Marro Design Pressure —75 psf, See General Liminnion #7� One or ore plies of UAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth GAM LA. 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs /sq. (Optional) One ply of GAFGLAS ` Mineral Surfaced Cap Sheet or GAFGLAS 'EnergyCapm Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbssq. and 300 lbsisq. respectively in a flood coat of approved asphalt at 60 lbsisq. 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 Ibs./sq. 3. Leak Buster"' Matrix"' 303 Premium Fibered Aluminum Roof Coating, .at 1.5 gal./sq. 4. Leak Buster"' Matrix"' 715 , Leak Buster"' Matrix"' 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal /sq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield* SB Solvent based Elastomeric Roofmg Membrane applied at lto 1.5 galfsq 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PiyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '4" Dens DeckTM or Y2 Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation 1/9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20° or "Ruberoid® 20 HT° or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1h -in. thick (minimum) gypsum board or 1g-in. thick (min) G -P Gypsum Corp. " DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard'TM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or " DensDeck DuraGuard"" 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 "Tri -Ply® 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 alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent® Eliminator " Venting Base Sheet (Nai!able)" 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 Classfikatlons 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-Ply® #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 ( Nailable)." 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 °Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"' Venting Base Sheet ( Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-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 alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1b -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over 0-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick periite board and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. " EnergyGuard RA" or "Tapered EnergyGuard RA° or "EnergyGuard Composite RA° may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS® #80 Premium Base Sheet° may be used in any of the following systems. "GAFGLAS® Flex PIy 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable altemates to "GAFGLAS® Ply 6 ". "GAFTEMP Per nalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the °Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with °Fireshield MB" at 21 to 3- ga1/100 -ft2. "Ruberoid® Dual Smooth" may be used as an altemate to "Ruberoid® Mop Smooth" or ° Ruberoid® 20" or "Ruberoid® 20 HT° "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of " Ruberoid® Mop" SBS products in any applicable Classification. class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS® Ply 4° or °Tri-Ply® Ply 4" or " GAFGLAS® PIy 6° hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber / poiyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS® PIy 4° or "Tri-PIy® Ply 4" or "GAFGLAS® PIy 6 °. Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or °Tri-PIy® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapT" 'TM BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood filer / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4 °, °Tri-PIy® PIy 4° or "GAFGLAS® Ply 6 °. Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet° or "Tri -Ply® Mineral Surfaced Cap Sheet° or " GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System° or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri-PIy® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapn" BUR Mineral Surfaced Cap Sheet.° Surfacing (optional): — "TOPCOAT® EnergyCot&"" applied at a rate of 2 -ga1/100 -ft2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or °Tri -PIy® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 " GAFGLAS® PIy 4" or °Tri-PIy® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'i" BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation:.— One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, phenolic, 1 in. minimum (offset a minimum of 6-in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies " Ruberoid® Torch Smooth" or ° Ruberoid® Torch Granule" or " Ruberold® Torch Granule Plus" or " Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or " Ruberold® Mop Smooth Plus" or " Ruberoid® Mop Granule" or "Ruberold® Mop Plus Granule" or "ROOFMatch'"" SBS Modified Granular° or "Tri -PIy® SBS Modified Bitumen Membrane" or "ROOFMatchT" APP Modified Granular" or "Tri - Ply® W-4G" or "Tri- PIy® TP -4" or "Ruberoid® Dual Smooth ". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet° or °Tri-PIy® Mineral Surfaced Cap Sheet "or " GAFGLAS® EnergyCapT'" BUR Mineral Surfaced Cap Sheet° fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Date: 2 -16-13 Re: Owner's Name: Jason Schleich Property Address: 4 NE 111th Street, Miami Shores, FL 33161 Roofing Permit Number. Dear Building Official: I Jason Schleich certify that I am not required to retrofit the roof to wall connections of my building because: X The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) ,.4.e^'® Jason Schleich Sib(iature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this 16th day of February 2013 Notary Public, Sate of Florida at Large JILL S. TULLY MY COMMISSION #EE43885 EXPIRES: NOV 21, 2014 Bonded through 1st State Insurance • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed 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 s 4 ) Property Information: Folio 11- 2136 - 004-0010 Property Address 4 NE 111 ST Owner Name(s) JASON SCHLEICH Mailing Address ' 4 NE 111 ST MIAMI FL 33161 -7047 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 1,759 Lot Size 12,727.04 SQ FT Year Built 1950 Legal Description COLLEGE HEIGHTS PB 42 -8 LOT 1 BLK 1 LOT SIZE 104.320 X 122 OR 19535 -0432 03 2001 1 COC 22107 -1724 03 2004 1 OR 22107 -1724 0304 00 Assessment Information: Current Previous Year 2012 2011 Land Value $103,388 $114,876 Building Value $168,566 $169,461 Market Value $271,954 $284,337 Assessed Value $271,954 $284,337 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 Widower) $0 $0 Disclaimer. MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000 / $221,954 $50,000 / $234,337 School Board $25,000 / $246,954 $25,000 / $259,337 City $50,000 / $221,954 $50,000 / $234,337 Regional $50,000 / $221,954 $50,000 / $234,337 Sale Information: Date Amount Recording Qualification Code Book -Page 3/2004 $313,000 22107 -1724 Sales which are qualified 3/2001 $166,500 19535 -0432 Sales which are qualified 8/1978 $67,500 10135 -0075 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation_ Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at htt p:l/ www. miamidade .govtnfofdisdaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Friday, February 15, 2013 t a u New Roofs. Retools • Repairs Residential • Commercial Owner IA formation Attn: Jason Schleich 1 1111 lot, s " License # CCC 011043 The Oldest State Certified Roofing License in FL- Job Information Friday, February 15, 2013 Schleich Residence Schleich Residence 4 NE 111th Street 4 NE 111th Street Miami Shores FL 33161 Miami Shores FL 33161 MB: (786) 554 -5426 Job PH: ATfadiflw,a QealitySince1952 Page 1 of 3 RE- ROOFING THE SLOPE PORTION OF ROOF TO A HIGHLY UPGRADED TILE ROOFING SYSTEM (50 YEAR GUARANTEE). CONSUMER PROTECTION: 1. CUSTOMER SHALL BE SUPPLIED WITH COPIES OF OUR INSURANCE COVERAGE AND RELEASE OF LIEN FOR ALL PAYMENTS. 2. Prior to commencement of work, Morton Roofing will furnish all necessary permits for new roof installation. 3. Morton Roofing will use due care but can not be responsible for damage to gutters or awnings. DECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 100 lineal/square feet of wood sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie-in will be laid at the finish of each day. NEW SUB ROOF INSTALLATION: 1. To solid sheathing, tin -tag (NAIL, no staples) one (1) layer of UL rated #30 felt (NOTE: UL #30 felt has a stronger supporting mat than regular #30 felt or #43 base sheet.) 2. An extra layer of felt shall be placed in valleys and waterways. The extra ply shall be at least 36 inches wide and shall extend at least 6 inches up the inclines out of the valleys. This ply shall be installed prior to the application of the roofing plies. 3. Fasteners shall be placed in required quantity and pattern to comply with new building code requirements. 4. With hot asphalt, solidly adhere, One (1) full 3 -foot wide layer of expandable MODIFIED FELT at all eaves, where the first row of tile must be nailed. 5. With hot asphalt, solidly adhere, one (1) layer of 90# mineral surface cap sheet (back nailed per code), to the entire UL rated #30 felt. METAL: During the roofing process, the following M hings shall be installed - - - A. 3 X 3 inch galvanized eaves drip fleshings. Color Brown — Silver. B. Install new galvanized roof jacks (stove vent). C. Lead Sleeves on the plumbing vents. D. 16 -inch wide galvanized iron valley flashings (Note: An additional layer of MODIFIED FELT shall be applied over the finished valleys, as a bldg. code upgrade, to give greater strength to the valleys.) Continued.... 500 NW .1216 Avenue Pompano Beach, FL 33069 PH: 954-567-3380 Fax: 954 -567 -3379 1-800 -548 -ROOF to • • I New Roofs • Reroofs • Repairs Residential • Commercial Owner Information Attn: Jason Schleich Schleich Residence TILE: 1. After all felts and fleshings are installed, the new tile shall be set in good bed of POLYFOAM. (And periodic the to be screwed to meet the code requirements). - - - Exposed mortar to be solid color also, to match the tile as close as possible. 2. Saw cut all necessary tiles in valleys and on gable ends. (Breaking and mudding up tile is unacceptable.) 3. Tile to be: Color tn/ jir7'e_ Manufacturer r - Style: Standard j1 r1 m i f f License # CCC 011043 —The Oldest State Certified Roofing License in FL— Job Information Friday, February 15, 2013 Schleich Residence RODFINS ATradSlnr atiteailyAlnee 1952 Page 2 of 3 RE- ROOFING THE ENTIRE FLAT ROOF TO A HIGHLY UPGRADED GAF CLASS "A" ROOFING SYSTEM (10 YEAR GUARANTEE) DECK PREPARATION: 1. Remove the roof, in stages, down to the original wood sheathing. 2. Re -nail all sheathing and replace up to 100 lineal/square feet of wood sheathing, if rotted, at no extra charge. The existing sheathing must be re- nailed to conform to the South Florida Building Code. 3. No more roof area will be removed, in one day, than can be kept watertight. 4. A watertight tie -in will be laid at the finish of each day. ROOFING MEMBRANE: rltt -Q-42-/ 1. To solid sheathing, tin -tag (nail) 1-layer of FIBERGLASS COMMERCIAL BASE SHEET. 2. Fasteners shall be placed in required quantity and pattem to comply with the new building code requirements. 3. At the intersection of all roof and vertical surfaces to be flashed, cants shall be installed per membrane manufacturer requirements. 4. Install TWO (2) layers of GAF Fiberglass roofing felt in hot steep type IV asphalt. 5. With hot type IV steep asphalt, solidly adhere 1 -layer of GAF, white mineral granule surface roofing felt to the GAF FIBERGLASS FELTS. 6. Loose granules shall be embedded into overrun of hot asphalt at the side and end laps. 7. All felts to be fumed up walls and curbs a minimum of 4 inches. METAL: 1. Install new lead sleeves according to manufacturer's recommendations. 2. Install new galvanized 3x3 inch eave drip at all eaves. Color: White - Brown - Silver 3. Install new galvanized valley metal in transition area from Hat to slope. 500 NW 12"' Avenue Pompano Beach, FL 33069 PH: 954-567-3380 Fax: 954 -567 -3379 1- 800 -548 -ROOF Continued... New Roofs. Rercofs • Repairs Residential • Commercial Owner Information Attn: Jason Schleich I l l s i g Ike'' t 1tt f.. IFS iwilrffi License # CCC 011043 —The Oldest State Certified Roofing License in FL— Job Information 2/15/2013 4:08:00 PM Schleich Residence Schleich Residence RDOFI,hfi A Deakin alQuslilySince 1952 Page 3of3 GUARANTEE: 1. Morton Roofing guarantees these highly upgraded roofing systems for a full TEN (10) years against leaks due to workmanship and/or materials. 2. Owner shall receive a 50 Year material Guarantee on the Ile from Manufacturer. 3. Owner shall receive a 10 Year Material Guarantee on the Flat Roof from the Manufacturer. CLEAN UP: 1. Morton Roofing will clean up the grounds and premises after each day's work. INVESTMENT: 1. Investment for new roofing systems is: $17,760.00 OPTION: 1. To install TAPERED INSULATION ON FLAT TO HELP ALLEVIATE PONDING WATER, ADD: $2,800.00 TERMS: Due upon signing of contract: Due upon start of roof: Due upon half completion: Balance due upon completion and delivery of releases and warrantees: $4,440.00 lit $4,440.00 $4,440.00 $4,440.00 PLEASE NOTE: • Owner to do all necessary a/c and electrical work. If the owner wishes Morton Roofing to hire the a/c contractor add 10% to the price of the aic work to cover the insurance costs. • Due to the recent and ever changing building code requirements the owner agrees to pay for all necessary testing fees, such as but not limited to, asbestos tests, wind calculations, and fastener withdraw tests. • Due to the different pricing structures from city to city owner agrees to pay all permit fees in excess of $250.00. Options/Comments: Plywood is charged @ $4.50 per sq. foot. lx Fascia and sheathing boards are charged © $4.50 per lineal foot All 2x Lumber is dtarged @ $6.50 per lineal foot 1x2 milers are charged @ $1.50 per lineal foot Company Representative: Date: CIA 2I J� Company Acceptance Date: Owne Date: When this job is accepted please sign and give one copy to the company representative which will be our order to . • . —. with the work and when approved by our Company President constitutes the entire agreement of the parties. This conhact maybe with drawn unless signed by the Company President Sqs Slope Sqs Flat Salesman SOO NW 12th Avenue Pompano Beach, FL 33069 PH: 954-567-3380 Fax: 954 -567 -3379 1- 800 -548 -ROOF