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RF-13-938Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 192999 Permit Number: RF -5 -13 -938 Scheduled Inspection Date: June 18, 2013 Inspector: Bruhn, Norman Owner: APONTE, AILEEN Job Address: 125 NE 108 Street Miami Shores, FL 33161 -7037 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360090190 Phone: (305)757 -7620 Building Department Comments RE -ROOF TILE, COLOR THRU Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 190575. POLY STICK NOT AT ALBOWES IN OPEN VALLEY. SUPPLY NOA FOR TURBINE, SUPPLY PERMIT AND INSPECTION FOR GAS VENT. JR 6/5/13 June 18, 2013 For Inspections please call: (305)762 -4949 Page 12 of 25 RE: Permit #J�� ' 5 �-� ° 93g Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT 1 ' oniv LeG>!.' 74 cSe@,. (Print name and circle License Type) License #: dee., ° (0 6;12, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: O6 °.�(J' /✓� licensed as a (l, contractor ngineer / Architect, FS 468 Building Inspector On or about 65_ s X7/3 , I did personally inspect the roof deck nailing and (Date & lime) Secondary water barrier work at /2-5 Al E- /e sr (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) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 46, S. kd UCtr• on. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection r */ */ 4 T E \\\\\ ltt /11rIll�k�t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 190576 Permit Number: RF -5 -13 -938 Scheduled Inspection Date: May 31, 2013 Inspector: Rodriguez, Jorge Owner: APONTE, AILEEN Job Address: 125 NE 108 Street Miami Shores, FL 33161 -7037 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number Parcel Number 1121360090190 Phone: (305)757 -7620 Building Department Comments RE -ROOF TILE, COLOR THRU Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 31, 2013 For Inspections please call: (305)762-4949 Page 6 of 16 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305 - 397 -6414 Fax: 305 -823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com May 28,2013 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138 -3130 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 125 Northeast 108 Street Miami Shores, Florida Information provided by client: Permit Number: RF -5 -13 -938 Date Completion: May 24, 2013 Roofing Contractor: John Busta Roofing Project Number: 13 -0374 (Testing Laboratory Certificate #11-0715.04) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Hanson Regal Spanish "S" Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above- mentioned protocol Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation eitcid ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 125 Northeast 108 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 13 -0374 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 125 Northeast 108 Street Miami Shores, Florida Project Number: 13 -0374 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 13 -0374 — Page 3 of 6 Test Number Test Load (Ibf) Test Status, 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 13 -0374 — Page 4 of 6 Test Number Test Load (1b1) Test Status 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 13 -0374 — Page 5 of 6 Test Number Test Load (lb) Test Status • 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass Test 1 -16 Corner, 17 -30 Ridge Caps, 31 -47 Perimeter, 48 -97 Field Reileh Engineering Corporation -- Project Number - 13 -0374 — Page 6 of 6 NOP'M 62' 15 57 16 9 0 66 67 69 19 10 7I 68 65 91 96 36 51 IO a 89 0 41 46 34 ,,.. 92 49 94 95 6 65 51 Bt 52 50 88 85 12 41' 60 73 0 14 62 61 11 59 16 0 75 21 O 19 18 80 44 5 8 O 82 55 51 85 56 84 42 B5 2 40 5 5 t3 1 65' 1. t51-111X PWIMMI: 900 5F 0 012GF CAP 1e5r LOCATION PEW - 50 CO I; - 80 5F ITOMM --- 17 NO, S5.1 LOCAIION COf?NFt? - 16 PMIMF11;f;1715TANC�, a - 3' 13 MNOt5 005E 111.F� f I2a CAP - 14 COI;NFk AmA - 3'X 3' I -0,47 APPROX, f;OOF ¶ 5T ILOCA11ON5 ANI2121MFN5ION5 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) 7624949 FBC20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. `: d 3 ° cige Permit Type: BUILDING JOB ADDRESS: /Z /UE /O Jl� ! City: //7"Z/3. Miami Shores County: Folio/Parcel #: 009 -_0/ 90 p Is the Building .Historically Designated: Yes NO L/ �OOFIN� Miami Dade zAp:33 /t /- 7037 zip: Flood Zone: OWNER: Name (Fee Simple Titleholder): A/ LEE /? PON /ESA &' Phone#: Address: RSw , O g City: /WAR/ SOWES State: Tenant/Lessee Name: A% Email: 5767-72;77 Phone#: A/A CONTRACTOR: Company Name: V di // B 2z? AddressAA:AA43eP A/E9/ City: 991i C570.5 State: EZ Qualifier Name: ®l1N >//ag & Phone#:30 " 7-%/ -7720 Zlp: 53j.5g, t C/ Phone # 5 / 9• `9 State Certification or Registration It: et e :- 05B ®L' Certificate of Competency #: /VA Contact Phone# ' Z/9 L! 9,9 Email Address: & 74 3 .0o et9/1 DESIGNER.: Architect/Engineer: itg4 Phone#: 1,4 Value of Work for this Permit: /06: ❑New kiRepair $ 5/X7 � Square/Linear Footage of Work: gga9 6 P Type of Work: ❑Addition UAlteration , Description of Work: T 774e DDemolition Color thru tile: * * * * * * * *** * * ***e * * *** *,x*x *me,e s*Feese a ee=***** **e*x e<*4**eg x es e,s *ee*eo Submittal Fee $ Permit Fee $ ,i © CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ /� Double Fee $ Structural Review $ ■% "1< ` TOT 4I. VFW. ?JAW ili1T.!C Bonding Company's Address / City Zip Mortgage Lender's Name (if applicable) 7 Mortgage Lender's Address City ° / ( S e 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 clone 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cerreied copy of the recorded notice of comnnencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa JI. L0 Owner Agent The foregoing instrument was acknowledged before me this 1 day of , 2013_, by who is personally known to .me or who has produced- `p biLJ NOTARY PUBLIC: As identification and who did take an oath. Sign Print: SANDRA A. BUSTA ;* > MY COMMISSION # DD 992040 EXPIRES: September 14, 2014 �13Y <ay Banded Th Notary Public Underwriters My Commission Expires: APPROVED BY , SANDRA A. BUSTA 0,1 MY COMMISSION # 0D 992040 ' EXPIRES: September 14, 2014 Bonded Thru Notary Public Underwriters Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *-1444S' lzac'*4.444erMSf444.**** **** *******sk*HRda=8a**** * *** **iul-Xrce$' Plans Examiner Structural Review (Revised 3112/2012)(Rcvised 07 /10/07)(Revised 06/10/2009)(Reviscd 3/15/09) Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 331438 Re: Owner's Name: /14f ,/ 7412X/ R-- SA 1,Cl&.S" Property Address: /26 &/ t /119 37: Roofing Permit Number: Dear Building Official: I /L%(/74 X c. ite,4 . certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructe» in compliance with the provisions of the Florida Building Code (FBC) or with the provisions o, 1994 edition o, the Sou Florida Building Code (1994 SFBC) Signature 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. Swom to and subscribed before_ me this /S7: day of ///7A — •2i9 Notary Public, Sate of Florida at Large ci SANDRA A. BUSTA MY COMMISSION # DD 992040 EXPIRES: September 14, 2014 Bonded Thru Notary Public Underwriters 1 ,er 144 Print Name • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the budding 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. is l.a e .oi Show Me: Property Information Search By: Select Item ' E Text only Property Appraiser Tax Estimator 13 Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 2136 -009 -0190 Property: 125 NE 108 ST Mailing Address: PEARL COLLINS & GLENN YOUNG 125 NE 108 ST MIAMI SHORES FL 33161 -7037 Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0001 RESIDENTIAL -. SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: ,2,306 Lot Size: /9,300 SQ FT Year Built 1949 Legal Description: 36 52 41 PB 48 -21 DUNNING MIAMI SHORES EXT N 5 LOT 11 BLK 216 LOT SIZE 75.000 X 124 Assessment Information: ear. 2012 2011 Land Value: $75,848 $84,275 uildin. Value: $176,625 '.176,771 arket Value: $252,473 .261,04. $252 473 261,04 . Taxable Value Information: ►'� 2012 2011 axing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Re.ional: t223•7.�'rk? .0/$261,046 oun : 0/$252 473 $0/$261 046 0/$252,473 $0/$261,046 ti chool Board: 0/$252 473 $0/0261 046 Additional Information: ick here to see ore inform ion fo his ommunity Development District ommunity Redevelopment Area mpowerment Zone Enterprise Zone oning Land Use ACTIVE TOOL: SELECT ENE Aerial Photography - 2012 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home/ Using Our Site 1 Phone Direotory 1 Privacy 1 Diselaimer 112 ft If you experienoe technioal difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property a— Boundary Selected Property Street Highway Miami -Dade County Water ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Forth.. Contractor's Name ,Se _ inn A ( eneral Inferrreati&4 T , 0 ,CCiNIPI IPNCE W Fi-1 ALL FEDERAL ProGEISsIp.oN IN l MULES AND REGULATIONS gag 5 7A el 6/ Job Address 47.5 A /0 4 E ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE XReroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 20619 Section R (Roof Plari} 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. \(sz Mortal�Adh�_ esi ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) 2-000 513 53 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section n (Steep Sloped Roof System) Roof � O/c/ KoDo,7 /1E Notice f /7rcep °6 a Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): : 39, / P2: 6th / P3: /O2 7 Maximum Design Pressure (From the Product Approval Specific System): Rapt Slope: 12 Stoop CIn.wA Rnnf CyaM.n IlacrtriMinn Deck Type: Type Underlayment: RidgVentilation? Insulation: 4'3074 6-721/(4 .= /v /A Fire Barrier: Mean Roof Height l Fastener Type & Spacing: Adhesive Type: 21P-vrr5' /z c ei Pg 6')OC f f 7 16005 w /Xz " Type Cap Sheet Roof Covering: POLE /G LA s 3' i a. pte4s - e v srie. Type & Size Drip Edge: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section F ('rile Calculatiene) For Moment based tile systems, choose either Method 1 or2. Compare the values for Mr with the values from Mt. If the Alf values are greater than or equal to the Mr vamps, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" Product Approval Mf3 7 Product Approval M 7 Product Approval M136 mt :9 // x� ,31// _ /2. / / -Mg:B =Mrt g'9. ' (P2 1 6a. x;,,3 // Z /7)- Mg:9.X0 =rij .17 (p3/08.7.x,31.1 3/3/)- Mg6.20 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr Mean Roof Height --> Roof Slope 4, 15' uired Moment Resistance* 1 20' 25' 30' 2:12 34.4 36 5 38.2 39.7 42.2 3 :12 4:12 32.2 34.4 360 374 39.8 30.4 322 33.8 35.1 37 3 5:12 6:12 7:12 28.4 30.1 31.6 32.8 34.9 28 4 28 0 29 4 30.5 32 4 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 tle systems use Method 3. Compared the values forF with the values for Fr. If theF values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: (F2: xL xL = xw:= ) - W: xcos0 =Fri xw:= )-W: x cos0 =Fr2 = xw: =) -W: x cos0 = F,q Product Approval F' Product Approval F 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 Siege 0 Job Site Aerodynamic Multiplier .l Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance ]a Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of penult application. MIAMLI) COI ITY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 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.sov /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 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: Hanson Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 10- 0706.06 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0917.08 gxpiration Date: 12/16/17 Approval Date: 12 /06/12 Page 1 of 6 ROOFING ASSEMBLY Category: Sub Category: Material: APPROVAL Roofmg Roofmg Tiles Concrete 1. SCOPE This approves a roofing system using Hanson Regal/Spanish `S' 11 Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do 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 Applicant Hanson Regal / Spanish "S" II Tile Trim Pieces Dimensions Length: 17'A" Width: 13 1/4" 1 /2" thick Length: varies Width: varies 2.1 MANUFACTURING LOCATION 2.1.1. Deerfield Beach, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Redland Technologies The Center for Applied Engineering, Inc. MIAMI.DADE COUNTY APPROVED Test Product Specifications Description TAS 112 High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Identifier, 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 94 -083 94 -084 25- 7094 -9 25- 7094 -6 25- 7183 -4 Test Name/Report PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 NOA No.: 12- 0917.08 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 25- 7183 -3 PA 102 (2 Quik -Drive Screws, Feb. 1995 Battens) 25- 7214 -3 PA 102 (1 Quik -Drive Screw, March, 1995 Direct Deck) 25- 7214 -7 PA 102 (1 Quik -Drive Screw, March, 1995 Battens) Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 All State Engineering & Testing YQ -135 PA 112 Dec. 1998 Consultants, Inc. Walker Engineering Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -252 TAS 112 09/20/07 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12- 0917.08 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Hanson RegaUSpanish 'S' 11 10.4 1.4375 1.1 Table 2: Aerodynamic Multipliers - ? (ft3) Tile X (ft3) a, (ft3) Profile Batten Application Direct Deck Application Hanson RegaUSpanish 'S' II 0.287 0.311 Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile Profile 3 ": 12" 4 ":12" 5 ": 12" 6": 12" T': 12" or greater Hanson Regal /Spanish 'S' II Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 NOA No.: 12- 0917.08 Expiration Date: 12/16/17 Approval Date: 12 /06/12 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Regal /Spanish 'S' II 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile. NOA No.: 12- 0917.08 Expiration Date: 12/16/17 Approval Date: 12 /06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish `S' 11 Adhesive2 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3Mn'' 2- Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish `S' II 3M 1m 2- Component Foam Roof Tile Adhesive AH -160 66.54 3M'"" 2- Component Foam Roof Tile Adhesive AH -160 38.75 4 Large paddy placement of 63 grams 5 Medium paddy placement of 24 grams Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Hanson Regal /Spanish `S' II Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". HANSON HANSON REGAL/SPANISH "S" II ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12- 0917.08 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 PROFILE DRAWINGS MIAMIOADE COUNTY APPROVED HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0917.08 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 DEPARTMENT OE REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 M1ANII -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 /economv 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 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11- 1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE C • NTY APPROVED „wit' NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv:, Sub- Cateeorv: Material: Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'3-3/8" Or 65' x3' 60 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65' x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Roll: 61' x 3'33/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefmic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self-adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 0713.02 Expiration Dale: 09/13/16 Approval Pate;; 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick TU Max Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3 -3/8" 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency, Exterior Research & Design, LLC Trinity I ERD PM Asphalt Technologies Momentum Technologies, Inc. MIAMhDADE COUNTY APPROVED Test Specification, TAS 103 and ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390. 08.12-1 P40390.08.12 -2 P40390.10.12 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self-adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103 /ASTM D4798 & G155 TAS 110 /ASTM D4798 & D1970 TAS 103 & TAS 110 ASTM D 1623 ASTM D 1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/06/12 08/07/12 10/03/12 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval lute: 02/14/13 Page 4 of 8 GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (da ) Polystick MTS MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to- deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU lu, TU P, Tile Pro Polystick TU Max Flat Tile Prohibited without battens 5 :12 No limitation No limitation Profiled Tile Prohibited without battens Prohibited No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. MIAMIOADE COUNTY APPROVED NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roof Deck prepared with POLYSTICK1U Plus 6 Roofing Tiles (6 Max Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMFDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12- 071102 Expiration Date: 09/13/16 Approval Pate: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter- battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of T'/12" or greater. It is suggested that on pitch/slopes in excess of 61/4 " /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofmg tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date; 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofmg Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI -DADE COUNTY APPROVED NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval date: 02/14/13 Page 8 of 8 DEPARTMENT OF PERMTITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220-05 -E-06 St. Paul, MN. 55144 -1000 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.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 ofthe 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- ComponentFoam Roof Tile Adhesive All-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 4:5 distributors and shall be available for inspection at the job site at the request ofthe Building Official. This renews and revises NOA# 11 -0124.04 and consists of pages 1 Trough 7. The submitted documentation was reviewed by Alex Tigera. APPROVED! . x, 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 the adhesive Polyurethane SCOPE: This approves 3MT"M 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 Specifications TAS 101 Product Description 3MTM 2- Component Foam N/A Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 APPROVED ,x Results 1.6 lbs. /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 Aaencv 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 underlayrnent 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 the adhesive with their file 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 tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified. herein. APPROVED F 2 F'— MS —W 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 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 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 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed pen nanently 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 ! APPROVED NOA No.: 12 -0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY APPROVED NOA No.: 12 -0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 5 of 7 ADHESIVE PLACEMENTIDETAIL 2 SINGLE PATTY APPROVED _ _r 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 Sliqn paddy imthe de Snipe Ply between the 2Ina 7In. medium skapaddyeave course only APPROVED END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 7 of 7 NOTEOE %` F COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TINE OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO/AZ/34 -%9 - O/96 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that knptovements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 11111 11111 11111 11111 1111 MN CFI*I 201.3R0-.348519 DR Lek 28611 Ps 3790i (1s RECORDED 05/02/2013. 14:20:30 HARVEY RUUIHr CLERK OF COURT MIAMI-DADE COUNTY' FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: • Name and address of fee simple _ , � �.'if 'e, C !1l�-,�t -ArkZ" A: r1 ;mod A r ' .,li ms's 4. Contractor's name, address and phone num.. Of 5. Surety: (Payment bond required by owner from contractor, Name, address and pho number: IN Amount of bond $ I(/ 6. Lender's name and address: 1X/i4 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sued as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and Phone number: /(/A any) 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor`s Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: NA 9. Expiration date of this Notice of Commencement the expkration date is 1 peat from the date of recording unless a different date is specified) 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 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 10 YOUR PROPERTYY, A NOTICE OF COMMENCEMENT MUST BE RECORDS) AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING `k • F' NOTICE •:: COMM Signature(s) • {� ar • Prepared By 7 W f rl �, l Print Name .� - . Title/Office •W. STATE OF FLORIDA COUNTY OF MIAMI -DADE // acknowledged before me this /57: day of MAY -2.0/g aurr• tor/Partner /Manage' Prepared By Print Name Title/Office The ing >.1 By ger) 6 1 individually, • ` d as for Li Personally known, or produced the following type of identiflcati Signature of Notary Public: Print Name: (SEAL) IFICA Under penalties of perjury, I declare that the facts stated in it are true to DA ve read the foregoing and of my knowledge and tP .OF FL® orized Officer/Direcior /Padiff~B V i. Sig By BY •rrgrna n this office on ,ar.ItOC n„: ha„ r]tffr iaf Seal. eV11,1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contra • r. The owners initial in the designated space indicates that the item has been explained. 1. 411 Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of proo , ng that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as.color or architectural appearance, that are not part of a zoning code, should be addressed as part of the . reement between the owner and the contractor. 2. , Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to re oving the existing roof system). 3. Y 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 hould notify the occupants of adjacent units of roofing to be performed. 4. '' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appe - - nce. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the origin roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accord ce with the requirements of Sections R4402, R4403 and R4413. . - ir Ventilation: Most roof structures should have some ability to vent natural airflow through the inte .f the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial consider additional venting which can result in extending the service life of.the 1% k of. i er /Agent's Sign a r at Contractor Signature Date Revised on 7/9/2009 LD DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 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/nera 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: BIB-1 4 BE 1 ,)BIB -12TR, BEB -12TR Whirlybirds LABELING: Each unit shall bear a perman statement: "Miami -Dade County Product RENEWAL of this NOA shall be cons change in the applicable buil ► el with the manufacturer's name or logo, city, state and following ,Approved ", unless otherwise noted herein. enewal application has been filed and there has been no ting the performance of this product. TERMINATION of this NO materials, use, and/or manufac for sales, advertising or any oth section of this NOA shall be ca on date or if there has been a revision or change in the ss. Misuse of this NOA as an endorsement of any product, cally terminate this NOA. Failure to comply with any oval of NOA. ADVERTISEMENT: The NOA expiration date may be displayed done in its entirety. ed by the words Miami -Dade County, Florida, and followed by the ertising literature. If any portion of the NOA is displayed, then it shall be INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 11- 0802.11 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. /AO' NOA No.: 11- 0822.05 �n- Date: -- 08/16!_16 Approval Date 12/15/ri Mum 1 nf'7 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Cateeorv: Material: Roofing Ventilation Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description BIB -12 WhirlyBird BIB -12TR Whirlybird® BEB -12 WhirlyBird® BEB -12TR Whirlybird® Turbine Cap 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick TAS 100(A) Turbine ventilation system, internally braced, for shingle installation. 12" wide at base 20 -1/2" TAS 100(A) Turbine ventilation system, internally high braced, for tile intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 17- TAS 100(A) Turbine ventilation system, externally 1/8" high braced, for shingle installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20-1/2" TAS 100(A) high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine ventilation system, externally braced, for tile intallation. 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Asphalt Roof Cement Asphalt Primer Roofing Nails ASTM D 4586 Asbestos -free, asphalt based roof cement. ASTM D 41 Asphalt Primer Minimum TAS 114 #12 x 11/4" Sheet Metal Screws Minimum #10 x' /2" Corrosion resistant annular ring shank nails TAS 114 Sheet metal screw Manufacturer generic generic generic generic NOA No.: 11- 0822.05 Expiration Date: 08/16116 Approval Date: 12/15/11 Pawn 7 . of 7 MANUFACTURING LOCATION: 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Ai encv Test Identifier Descrintion Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering Center for Applied MTS - 257493B TAS 100(A) 12/95 Engineering PRI Construction LOM- 012 -02-02 TAS100(A) 05/21/07 Materials Technologies PRI Construction LOM- 020 -02 -01 TAS100(A) 07/20/11 Materials Technologies NOA No.: 11 -0822.05 Expiration Date: 08/16/16 Approval Date: 12/15/11 Pa4sn A of 1 APPROVED APPLICATIONS Trade name: BIB -12 WhirlyBird®, BEB -12 WhirlyBird® System Type A: Mechanical attachment of turbine vent over composition shingles. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofmg cement. In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 1/4' from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of /2 ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles ' /2" to 1" from outer edge with equally spaced ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre -drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 11- 0822.05 Expiration Date: 08/16/16 Approval Date: 12/15/11 PAaPdnf7 APPROVED APPLICATIONS (CONTINUED) Trade name: BIB -12TR Whirlybird ®, BEB -12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 301b. felt and 90 lb. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately %" from edge of base per detail drawing "Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofmg material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 11- 0822.05 Expiration Date: 08/16/16 Approval Date: 12/15/11 POOP of 1 LJ IITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB -12, BEB -12, BIB- 12'1'R, BEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. DETAIL DRAWINGS Nail Every 4 ° -6' O.C. Approximately 3/4- From Edge 5 BO 5.774 5.774 20.000 2.879 01 2.879 20.000 BASE R0.187 50.187 +— 0.500 ' -0.125 THRU (3 EQUAL SPACES) X1.080 NOA No.: 11- 0822.05 Expiration Date: 08 /16/16 Approval Date: 12/15/11 Pane (.nf7 DETAIL DRAWINGS (CONT'D) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 BIB -12, BIB -12TR BEB- IEB -12TR END OF THIS ACCEPTANCE NOA No.: 11- 0822.05 Expiration Date: 08/16/16 Approval Date: 12/15/11 Pam. '7 of 7