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DF-14-2754. BUILDING Miami Shores Village DEC 17 2014 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 FBC 20�O Permit No.� PERMIT APPLICATION Permit Type: BUILDING Master Permit No. ROOFING JOB ADDRESS: 500 Grand Concourse City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-017-1440 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Patrick Penkwitt Phone#: (786) 366-5735 Address: 500 Grand Concourse City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: patrickpenkwitt(&mac.com CONTRACTOR: Company Name: Morton Roofing, Inc. Phone#: 954-783-5883 Address: 500 NW 12th Avenue City: pompano Reach State: Florida Zip: 33069 Qualifier Name: John B. Morton III Phone#: 954-296-1185 State Certification or Registration #: CCC011043 Certificate of Competency #: Contact Phone#: 954-783-5883 (Jill) Email Address: ji11Cu?mortonroofing.com DESIGNER: Architect/Engineer: N/A Phone#: Value of Work for this Permit: $ 27,500.00 Square/Linear Footage of Work: 4,798 Type of Work: ❑Addition OAlteration DINew ❑Repair/Replace ❑Demolition Description of Work: Tile Re -roof Color thru tile: Eaale - Belair - ARRnw y44& 4X9 Submittal Fee $_ Permit Fee $ CCF $ CO/CC $�_/ /. Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $� ��o Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not be approved and a reinspection fee will be charged. i rr I Signature Signature Owner or A Contractor The foregoing instrument was acknowledged before me this 15th The foregoing instrument was acknowledged before me this -15th day of December, 2014-, by Patrick Penkwitt day of DPr.PmhPr , 20t4_ by John B. Morton 111 who is personally known to me or who has produced who is personally known to me or who has produced_ FL DL As identificatio NIA as ida_1 *kwocr ank fAlcht;tch NOTARY PUBLIC: aw Notary Pibk Ste of Flonda NOTARY PUBCo,nrn,osson F'F !)y�801 Frank miss F wire , nt My Commission FF 089801 2 Expires02/04/2018 Si n: Sig Print: Frank Mil hnich Print: Frank M610 irrl;;:��Mo PubiicStale ofFlaida My Commission Expires: 2-4-18 My Commission Expires My Commission FF 089801 Expires 02704/2018 141`6 APPROVED BY % e y Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 1110712014 12:51 Freeway Insurance TAXj9549789991 P.001 tool CERTIFICATE OF LIABILITY INSURANCE Dl1TE(MMMD/YYW) TYPE QF INSURANCE 11/07/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND -THE CERTIFICATE HOLDER. IMPORTANT: If the cert9ficate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MAPAF- Freeway Insurance Florida #51 4892 W Atlantic Blvd PHONEJAIC. Na 954 975-5555 n/Xc Ne : 954 978-9991 -MAIL blIckteigoftewayinsurancefl.cam Margate, FL 33063 Phone (954) 9755555 Fax (954) 978-9991 INSUFMR 5 Ar-PORDrNG COVERAGE NAIL 0 INSURER A; AXIS Surplus Insurance Company 26620 INSURED Morton Roofing, Inc. INSURER 2: INSURER C 500 NW 12th Ave. INSURER D: INSURER E: Pompano Beach, FL 33069 INSURER F: COVF-RAt3ES A TM-kii INA-- .. ,vn nvmu�n. THIS IS TO CERTIFY THAT- THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNSrRR TYPE QF INSURANCE A POLICY NUMBER POLICY EFF MM/D PQLI P LIMITS A GENSRALUAIRILITY © COMMERCIAL GENERAL LIABILITY El ❑CLAIM$ -MADE d OCCUR N NFFLGLN017AX 91109/2094 91/09/2015 EACH OCCURRENCE $ 9.000,000.00 PWNW-MUt FV REMI 5 a RENTED $ 50,080.00 MED EXP (Any one person $ 5,000.00 PERSONAL &ADV INJURY $ 1,000,000.00 ❑ GEN'LAGGREGATE p Mn -APPLIES PER POLICY D 11 LOO GENERAL AGGREGATE $ 2000000.00 PRODUCTS -COMP/01'AGt3 S 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ALL ❑ OWNED AUTS ❑ AUTOS SCHEDULED NON -OWNED ❑ HIRED AUTOS ❑ MBIy�D INOLE LIMIT a acs an! _ BODILY INJURY (Per person) �— BODILY INJURY (Per ecoidW) $ ROPEaccldenlRTY DAMAGE r $ $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMs4 mm N / A EACH OCCURRENCE $ AGGREGATE $ DED M RETENTION WORI'MRS COMPENSATION AND EMPLOYERS' LIABILITYwC ANY PROPRIETOR/PARTNRRMXECUTIvE I N OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) t�fyes dasai I under D6SG`RIPTION OF OPERATIONS bolow $ STATU. 0TH - ^^ E.L. EACH ACCIDENT S E.L DISEASE - EA EMPLOYE S E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if mora spame is regalrad) Roofing Contractor- CCC011043 CERTIFICATE HOLDER Village of Miami Shores Building Department 10050 NE 114th Street Miami Shores, FL 33138 Fax: 305-756-3972 ACORD 25 (2010/05) OF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIYEO 01988-2010 ACORD 50WORATION. All rights reserved. The ACORD name and logo re registered marks of ACORD Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 12-15-14 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Patrick Penkwitt Property Address: 500 Grand ConcoumB—Miami Shores, FL 33138 Roofing Permit Number: Dear Building Official: I Patrick Penkwitt certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. X 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) Patrick Penkwitt Sig ature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 15th day of Notary Public, Sate of Florida at Notary POW State of Florida Frank Mdw F My CommissiWon FF 089801 � Expires 02/0412018 • 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 5121/2009 as a's L r - Summary Report Property Information Folio: 11-3206-017-1440 Property Address: 500 GRAND CONC 520 GRAND CONC Owner PATRICK PENKWITT &W MICHELLE DE FIGUEIREDO NAVES Mailing Address 500 GRAND CONCOURSE MIAMI SHORES, FL 33138-2465 Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 8/6/0 Floors 1 Living Units 2 Actual Area 6,934 Sq.Ft Living Area 5,744 Sq.Ft Adjusted Area 6,051 Sq.Ft Lot Size 29,035.5 Sq.Ft Year Built 1953 Assessment Information Previous Benefit Type 2014 2013 2012 Year 2014 2013 2012 Land Value $580,897 $537,952 $183,972 Building Value $410,710 $412,847 $279,627 XF Value $45,717 $46,125 $32,305 Market Value $1,037,324 $996,924 $495,904 Assessed Value $874,354 $861,433 $494,284 Benefits Information Previous Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $162,970 $135,491 Non -Homestead Cap Assessment Reduction $1,620 Homestead Exemption 1 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 9 THRU 12 BLK 97 LOT SIZE 13983 SQ FT Generated On: 12/15/2014 Taxable Value Information Previous 20141 20131 2012 County Exemption Value $50,000 $50,000 $0 Taxable Value 1 $824,354 $811,433 $494,284 School Board Exemption Value $25,000 $25,000 $0 Taxable Value 1 $849,354 $836,433 $495,904 City Exemption Value $50,000 $50,000 $0 Taxable Value 1 $824,354 $811,433 $494,284 Regional Exemption Value 1 $50,000 $50,000 $0 Taxable Value 1 $824,354 $811,433 $494,284 Sales Information Previous Price ORP Qualification Description Sale Pk 9 06/01/2006 $1,250,000 24604-0740 2008 and prior year sales; Qual by exam of deed 04/01/2003 $510,000 21226-2306 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: r Attn: Patrick Penkwitt License # CCC 011043_ L �� —The Oldest State Roofing License In FL— Penkwitt Residence 500 Grand Concourse Miami Shores FL 33138 (786) 366-5735 Tuesday, September 30, 2014 Penkwitt Residence 500 Grand Concourse Miami Shores FL 33138 Page 4 of 2 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 ori incl wood sheathing. Z c L J.t a 2. Re -nail All sheathing and replace up to f6 lineal/square fleet 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 file 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 followin Metal Flashings shall be installed - - - A. 3 X 3 inch galvanized eaves drip flashings. ij v At 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.) 500 NW Ir Avenue Pompano Beach, FL 33069 Ph: 954-783-5883 — Fax: 954-783-5629 800 -584 -ROOF (7663) www.mortonroofing.com Continued.... License # CCC 011043 The Oldest State Roofing License In FL_ New Roofs • Reroofs RaWrs Awentia! •� nerinrns fn Job Ino ' n Arsdtvona sre v Attn. Patrick Penkwitt frrr September 30, 2014 Penkwitt Residence Penkwiit Residence TILE: Page 2 of z 1. After all felts and flashings are installed, the new file shall be set in good bed of POLYFOAM. (And periodic file to be screwed to meet the code requirements). - - -Exposed mortar to mate the file as close as possible. 2. Saw cut all necessaw file in valleys and on gable ends. (Breaking and mudding up file is unacceptable.) 3. Tile to be: Color; y Manufacturer CLEAN UP: y Style f 1. Morton Roofing will clean up the grounds, and premises to MORTON ROOFING'S rigid clean-up specifications.. GUARANTEE: MORTON ROOFING, INC. VWLL GUARANTEE THIS ROOF FOR TEN (10) YEARS AGAINST LEAKS, COVERING WORKMANSHIP AND MATERIALS, INVESTMENT: 1. investment for new roofing systems is: OPTION: I. To install a layer of MODIFIED $BS in lieu of 90# felt and get a 15 year warranty, 2. To install all copper eave drip flashing in lieu of galvanized, TERMS: Due upon signing of contract: Due upon half way completion: Balance due upon completion and delivery of releases and warrantees: PLEASE NOTE:`Ygireroe �6StQtns nay a 3% pro4�sofea! • Due to the different pricing structures from aty to city owner agrees to pay ail permit fees in excess of • Due to the recent and ever changing building code requirements the owner agrees to an nese; limited to, asbestos tests, wind calculations, and fastener withdraw tests. Options/Comments: Plywood is charged @ $4.50 per sq. foot 1x Fascia and sheathing boards are charged All 2x Lumber is charged� � $4.50 per lined foot. @ $6.50 per lineal foot r ............. --____: Company Acceptance Date: When this job is accepted please sign ami give one copy to the company rntative which will be a President constitutes the entire agreement of the parties. Thi contract maybe with &M urs S" $9,984.00 $9,983.00 $9,983.00 as but not �/ L j2'L l� ( 4 Date: 500 NW le Avenue - Pompano Beach, FL33069 Ph: 954-783-58g3!- Fax: 954783-5629 800,584 -ROOF (7663) www.mortonroofang. com January 28, 2015 Morton Roofing, Inc. 500 N.W.12t" Avenue Pompano Beach, Florida 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Penkwitt Residence 500 Grand Concourse Miami Shores, Florida Dear Sir or Madam: ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W.13"' Avenue Pompano Beach, FL 33069 Job Order No.: 15-355 Permit No - x-12-14-2754 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 January 27, 2015, 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 ninety-seven (97) 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 - 10 Corner See Attached Diagram 35 ± 5 pounds Passed 11 - 58 Perimeter See Attached Diagram 35 ± 5 ounds Passed 59 - 82 Field See Attached Dia ram 35 ± 5 pounds Passed 83 - 97 Ride & ip See Attached Diagram 35 ± 5 pounds Passed Quality q�3 .flssurance Page 2 January 28, 2015 Job Order No. 15-355 Morton Roofing, Inc. Penkwitt Residence 500 Grand Concourse Miami Shores, Florida: Uawi LOK 0 N' 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 final 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 parry 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 a=0.1 W=0.1 x 72=7.2' a=0.4H=0.4 x 15=6' Perimeter Dimensions=6' Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Master Permit No. Process No. ::�M Contractor's Name Morton Roofing, Inc Job Address 500 Grand Concourse Miami Shores, Florida 33138 ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile 91 Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 4,798 4,798 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. DEC 17 20 • • • • • • • • • • .. ..: . • . • . . jl1 LA �0Z W 11 i. L LL vet CC 0 U� �- U) < N to co DEC 17 20 • • • • • • • • • • .. ..: . • . • . . T Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Eagle Product Approval Number: 12-0430.04 Minimum Design Wind Pressures, If Applicable (From AS 127 r Calculations): P1: -39.1 132: -68.1 133: -68.1 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 Underlayment: 30# ASTM N/A 'r:rieN/A stener Type & Spacing: 11/4" Galy Ring Shank Nails Ridge Ventilation? 6" on laps, 2 rows 12" O.C. N/A Adhesive Type: Asphalt Type Cap Sheet: 90#, T SBS @ Eaves and Valleys SBS NOA -12-1204.02 Mean Roof Height: 14' Covering: .. ... , TALE • Type & Size Drips • • • • Edge: 3"1:r White PatMnized . . . . . . . . . . ... . . . ... . 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 M, with the values from Mf. If the Mr values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: 39.1 x X-0.278 = 10.87 ) - M9: 7.59 = M,, 3.28 Product Approval Mf 40.4 (pa: 6$.1 x �, 0.278 = 18.93 t - M9: 7.59 = M,� 11.34 Product Approval Mf 40.4 (p3: 100.7 x A 0.278 _ 27.99 1 _ M9: 7.59 = Mr3 20.4 product Approval Mf 40.4 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 28 Product Approval Mf 40.4 M Required Moment Resistance* Mean Roof Height -► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= _) - W: x cos 0: - = Fr, Product Approval F (P2: x 1: = x w:= ) W: x cos 0: - = Fn Product Approval F (P3: x 1: = x w:= ) - W: x cos 0: - = Fra Product Approval F • 0 . ••• • • • • 0 • • • + • • • ••• • • • •i• i• •• • • • •• •• Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site • • • • Aerodynamic Multiplier x Product Approval • • • • • Restoring Moment due to Gravity Ma Product Approval • • W• • + • • Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval • 000 • *2. Required Uplift Resistance F, Calculated :.0 • • Average Tile Weight. W Product Approval • • • on • Tile Dimensions = I length w = width Product Approval 000 • All calculations must be submitted to the Building Official at the time of permit application. • 0 . ••• • • • • 0 • • • + • • • ••• • • • •i• i• •• • • • •• •• owner's Notification Form 07 MIAMDAME QI�;Immw "Delivering Excellence Every Day" SECTION 1524 HIGHVELOCITY 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 roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. Theowner`&inioW in the designated space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 1 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. , Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 1 ;Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 1 k,�Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. M!� ', Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic vent*itla0or: sia l Aa lle reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or reg {�te1 ji kc1ii1e4t tdrlihtinate the attic venting, venting shall nc be reAoro. Owner's/Agent's Signature:W Date: X12 ' `/ 14•• .. . 15; • • Contractor's Signature: Permit Nurhber • • : • `• : • Property Address: 500 Grand Concourse, Miami Shores, FL 33138 ••o • • ••• • • • • • • • ••• • • • 000 0 • • • • • •• •• • • • •• •• 0 k COUNTY _ ' 'r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE CertainTeed Corporation 1400 Union Meeting Road P.O. Box 1100 Blue Bell PA 19422 SCOPE: MMI-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.¢ov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems 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 p=oli*ded to the user by the manufacturer or its distributors and shall be available for inspection h-th6*;*4 dile �� the:raquel t of the Building Official. This NOA revises NOA# 11-1129.01 and consists of pages 1 through 8. The submitted documentation was teviewed bq gWex T-igera.: - • • NOA No.: 12-1204.02 . .. . .. . . .. htu�htN�e c = • • • Expiration Date: 11/24/14 Approval Date: 02/27/14 • • • • • Page 1 of 8 . .. .. • . . • • .. ... . . . ... . 0 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, 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 Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 Roll Weight: 45 lbs assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufuring rolls bituminous sheet material for use as an Location #2 Roll Weight: 72 lbs underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Sand Manufuring Location #2 Diamond Deck"" Manufuring Location #3& 4 MetaLaymenf' Manufuring Location #1 Black Diamond'' Base Sheet Manufuring Location #2 �r P,11 • APPROVED 36" x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass rolls reinforced, bituminous sheet material for use as an Roll Weight: 72 lbs underlayment in sloped roof assemblies. Designed as an ice & rain shield. 48" x 250' rolls Roll Weight: 38 lbs. 393 /8" x 61' rolls Roll Weight: 54 lbs. 393/8,, x 68' 7" rolls Roll Weight: 76 lbs. ASTM D 226 Synthetic, scrim reinforced underlayment for use under shake, shingles, slate or metal roofing. ASTM D 1970 A film surfaced, self -adhering underlayment for use under metal roofing. ASTM D 1970 .. ... ... . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. .... ....•.. . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Granular surfaced modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 2 of 8 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/8" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Roll Weight: 105 lbs. Type I reinforcement for torch application. All Weather/Empire Base Sheet Manufuring Location #1 DryRoof m TU Manufuring Location #1 Flintlastic GMS Manufuring Location #1 Flintlastic SA Cap Manufacturing Location #1 39 3/8" x 65' 10" rolls Roll Weight: 70 lbs. 392/8" x 61' rolls Roll Weight: 58 lbs. ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Type II TAS 103 A polyester fabric surfaced, self -adhering underlayment. 39j/8" x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Roll Weight: 97 lbs. Type I reinforcement for mop application. 393/8,, x 33'11" TAS 103 Polyester reinforced, self -adhering SBS modified rolls bitumen cap sheet. Roll Weight: 95 lbs. MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. . Silvassa, India . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . . . . ..... . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 3 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31 G8D ASTM D4601 09/05/08 AX3lG8G ASTM D6222 06/05/09 TrinitylERD C8440.04.08 ASTM D4798, ASTM D1970 04/08/08 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 032240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09 -R2 ASTM D226 12/11/09 C31410.10.10 -R1 ASTM D5147. ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11 -R1 TAS 103, ASTM D1623 10/04/11 C32930.01.11 -R2 ASTM D1623 01/20/14 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 PRI Construction Materials CTC -075-02-01 ASTM D1623 10/07/11 Technologies, LLC CTC -075-02-01 TAS 103 10/07/11 CTC -093-02-01 ASTM D6164, ASTM D4798 08/09/11 CTC -189-02-01 ASTM D1623 11/18/13 InterTek Testing Services Ltd. 10103165000Q -002C ASTM D226 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q -005C ASTM D4869 08/13/13 ..a APPROVED .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . 0:0 •.• 0:0 • • see • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 4 of 8 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 36" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof TU or Black Diamond Base Sheet self -adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes .. ... .. . . • •• ... ••• • •• • • •• • • 000 • • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 5 of 8 Deck Type l: Wood, Non -insulated Deck Description: 19/32° or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type H organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet 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 membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: .Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. *Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. lw_ MIAMFDADE COUNTY •• ••• • • •• • • • • ••• • • ••• • ••• ••• ••• . .. • .• . • •• • • • • • • • • • • • •w •• • • • •• •• ••• • • • ••• • • NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 6 of 8 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes 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. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. 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. 10. 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. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and* icable 3341dinf Cone. " 13. The maximum roof slope f& use is 27obf xilt QdderldWment for direct -to -deck the assemblies shall be as follows: (Limitations noted below are a result of the til" slaffing/tile loading performance and do not reflect to that of the underlayment. See Table Below) YYY Y YYY YYY ... YYY Y Y Y Y Y ` : %• • ` : . � Y NOA No.: 12-1204.02 MIAMMADE COU • Expiration Date: 11/24/14 Approval Date: 02/27/14 • • • • • • + • • • • • Page 7 of 8 Y. Y V: Y Y Y Y + as Y• • • • •s YY LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cape DryRoor TU2 Flintlastic GTA2 Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 2The following is applicable to all systems using Flintlastic SA Cap: •Slopes up to 5:12, Profiled Tile — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 3The following is applicable to all systems using DryRoof a` TU and Flintlastic GTA: *Tiles shall be stored on battens on roof pitches greater than 6:12". Front View Figure 1: Staged Method, View Front Figure 2: Batten Method .. ••• • . . • . •• • • • E TD• f000 00 k IORISACCEPTANCE . ... .... ...... • •• •• • • • •• •• ••• • • • ••• • • Side View Figure 2: Batten Method NOA No.: 12-1204.02 Expiration Date: 11/24/14 Approval Date: 02/27/14 Page 8 of 8 MIAM1,M MIAMI -DADS COUNTY M a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOAH 11-0 X2,44 andc4n!is* of pages 1 through 7. The submitted documentation w%s reri fttd * ,"Ti era. • NOA No.: 12-0228.18 • Expiration Date: 05/10/17 MIAMFDADE COUNTY Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof 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 A 3816 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 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 MIAMI5OvADE COUNTY • • • ... Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 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 t 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 Aaency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high 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 the assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F � —W ....... ' • *go . • . • . . oog • ... "'00NOA 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 file 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 file 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 file assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M' Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy 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/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 .. •.• • • • • • .. .. • ••• • •.• •• ' • 0:0 . . . . ... . 0 0 000 0 0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All Wrm 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 Nail through pink cement Paddy Memudh Tile) undedayment 1 • . . lot i . Em Course Fascia • •:• Eave course oily: Eave Closure Keop adhesive approL 4 in. up from weeplales Pa" (Beneatil Tile) uyment 1 •• ... i . • . . 0 • •:• . ..• .' ; • • .. •• • ••• MIAMFDADECOUNTY 0 ••• . �• APPROVED • . . . . • •.•.• • . • • • •.• • • •• ••. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 f . NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nail through plastic cement . 66 I Single paddy Sin• under file I x3in. Single paddy on 2 in. 4 in. under- ° layment Single paddy oto on top of the ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY paddy Nail through plastic cement (between tile) Undedayment (under tile) 0 / Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement in.x 31n. 4 Single paddy on underiayment2 Single paddy on top of tile Save W file Single paddy between tie Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE Single paddy under file Single paddy between the 2 in. x 7 in. medium size paddy eave course only <` Fascia Weghhole Eave closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 • • • • • • MADE COUNTY C • • • •V • • • •s• • s • is•si i � • • • • ••• • • •• •• s s Single paddy under file Single paddy between the 2 in. x 7 in. medium size paddy eave course only <` Fascia Weghhole Eave closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 MIAH+1 MIAMI -DADS COUNTY in PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/nera Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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 ofahis,eRtire.N0.A�sha1l be provided to the user by the manufacturer or its distributors and It shall be available fornspe ct;ori a; &j+ota: s'�et the request of the Building Official. This revises NOA# 11.031 f12 and consigtsrof Pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. • ••• • ... ... ... • NOA No.:12-0430.04 M1AMM16DE COU • • • ' ' • Expiration Date: 10/05/16 o s 08/02 12 Approval Date. / 9:0 Page 1 of 10 ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12 1/4" nail holes. For adhesive set, direct deck or Thickness = %2" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof the equipped with two Concrete Tile W = 12 1/4" nail holes. For adhesive set, direct deck or Thickness ='/2' battened nail -on applications. Ponderosa Concrete Tile L = 17" W= 12 '/4" Thickness = %i" Ponderosa Double Eagle L = 17" Concrete Tile W= 12 1/4' Thickness = %Z" Golden Eagle Concrete L = 17" Tile W= 12 '/4" Thickness = %" Trim Pieces 1= varies w = varies varying thickness .. ... . . . . . .. • .. . . . . ... . .. ... .. . . . .. • ... . ... ... ... MUthiFDiADE COUNTI • • • • . • • APPROVEDi- TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08102/12 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier PRI Asphalt Technologies ERPF -001-02-01 Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix R Redland Technologies P0402 Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5, & 8) 25-7487-2 25-749641 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations .. ... . . . . . .. • .. . . . . ... . • . • . • . .. ... .. . . . .. • ••• • ••• ... ... ••• . • MIAihOdADE COUNTY • • • • • • • ,...• . • .. . . . . 0:0 . . • • •• •• ••• • Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (fe) Tile Profile A (ft) A (ft) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile ....... . .. . . • ......... . .. ... .. . . . .. • ... . ... ...... MIA MADE COU • 000 • • • ..o n .:0 . . . . 0:0 •• . . NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 51.7 Deck 24.4 Deck 1-10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck Tile Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, 32.2 MIAMF0IADE COUNT • 2-10d Rin Shank Nails 50.3 65.5 48.3 [T.7 Installation with a 4" tile headlap and fasterners are located a min. of 2%" from head of tile. • • APPROVED Ponderosa 0:0 . . . . 0:0 . . Double Eagle Flat Tile ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, 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 Ponderosa 2 #8 Screw 51.7 51.7 24.4 Double Eagle Flat 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 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 MIAMF0IADE COUNT • 2-10d Rin Shank Nails 50.3 65.5 48.3 [T.7 Installation with a 4" tile headlap and fasterners are located a min. of 2%" from head of tile. NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 . ......... • .... .. . • ......... . .. ... .. . .... . ... .... ...... MIAMF0IADE COUNT • 000 • • • APPROVED 0:0 . . . . 0:0 . . ... . . . ... . . NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Tile Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 rams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.9 Ponderosa, Golden Eagle, 3M 2 -Component Foam Roof Tile Adhesive AH -160 40.4 Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. MIAMMADE COON • ... . . . . ... . . • .. .. . . . .. . . ... . . . ..... . NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE�' F LORIDA BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. • .. • .. . . . . ... . • • .. ... . . .. . • . . . .. • ••• • ••• 000 • • • • • • • • • • MIAMM ADE COUNT • 000 • • • • • ... • . .. . . • • . . . . ••. . . . .•. . . NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR '"r NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 •• ••• •• • • • STEL AIR DOUBLE EAGLE "MMUUM32DE COUNT Y • + • • • • NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE •• •.• • • • • 6 .s so 06 06 .• 060 •• . • . of s • . . • +� i.• . . .. MIAMFGADE COU ;• • • APPROVED ... 0 . 9 ••. 0 0 NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: t2-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 ....... . .. .. • .. ....... . .. ... .. . .... . ... .... ...... • i, • • • • MIAMaDiADE COUNT • • � � � 92D 1 NOA No.: t2-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10