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RF-15-2473 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-260262 Permit Number: RF-9-15-2473 Scheduled Inspection Date:August 02,2016 Permit Type: Roof Inspector:Mesa,Michel Inspection Type: Final Roof Owner: WEISS,SHIRLEE Work Classification: Tile Job Address:1099 NE 96 Street Miami Shores,FL - Phone Number Parcel Number 1132060143650 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone:305/265-2654 Building Department Comments RE-ROOF TILE Infractlo Passed Cbmsments 10009CM GOORINTS False ;STOP WORK ORDER: NEEDS TO COMPLY WITH COMMENTS MADE BY B.O ON 12/10/15 Tin cap and underlayment ok pending Miami Shores Village approved plans for the roof structural repairs and a letter of certification from the engineer of record certifying that he inspected the project and the repairs were done according to Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-260031. CREATED AS REINSPECTION FOR INSP-259918. CREATED AS REINSPECTION FOR INSP-244408. NOT TO CODE, NEED TO COMPLY WITH FBC 2014 CH 15, RAS 120 AND NOAS. PULL TEST COLLECTED. Failed ❑ 6-2-16 NOT TO CODE, NEED TO COMPLY WITH FBC 2014 CH 15, RAS 120 AND NOAS. PULL TEST COLLECTED.explained all corrections needed to Correction contractor on site. Needed G Re-Inspection Fee No Additional Inspections can be scheduled until re-Inspection fee is paid. l2 August 01,2010 For Inspections please call:(305)762-4949 Page 7 of 25 AC132 Engineering Inc. 2 Testing & Engineering Services Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax:954-301-7776 5230 NE 19'Avenue Fort Lauderdale, FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client:T&S Roofing Systems, Inc. Test Date:05/25/2016 Permit#RF-9-15-247�) Property Address: Hazen Residence 1099 NE 96 Street,Miami Shores,FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 63.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 23.00 sq. 23 As per FBC 2014 Passed Field Area: 40.00 sq. 40 As per FBC 2014 Passed No.of Corner 6 6 As per FBC 2014 Passed Ridge Areas: 240 pcs. 20 As per FBC 2014 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordiall , AC62 ngi er�n' g Inc. (NOA 09-1005.01) 1 An i vedo, PE Fla. 1196g. No: 36466 ACB2 Engmeermg hie., End and Labc ratmy Services 5230 NE le A Fart La®d+elaley Fbxida33334 (954)245. 1976 Eaa~ (954)301-7776 r ' t , � f - � � • r T T �- fi ' � T' �, T r T �- r JOSE A. MARTINEZ, P.E. CIVIL STRUCTURAL ENGINEERS / 24 E 5TH Street Hialeah,Florida 33010 Ph.(305)887-4417 Fax(305)884-3967 INSPECTION REPORT March 18, 2016 City of Miami Shore Building and Zoning Dept. RE: 1099 NE 96 ST Miami Shore,F133138 Dear Building Official: I have inspected the above referenced project and the following is a report of my findings: ROOF FRANIINGS: I conducted a visual inspection of the Rafters. There were several rafters with partial deterioration in the in overhand area. The deteriorated sections were repaired by eliminating the deteriorated sections and replacing them with new members the same dimensions. The union between the two (2) members was done by placing members of the same dimension to both sides and joining both by overlapping members guarantying an overlap of more than two feet with 16d penny nails at 6"of center staggered. New sections are connected to the Support Tie Beam with connector NU-VIDE NVRT-2. SHEATHINGS: 5/8" CDX plywood over all Trusses nailed with 8d RS nails at 4" O.0 The work is in compliance with the code FBC 2014 If I could be of any further assistance in this matter please do not hesitate to contact me. Sincerely, age Jose ineziP.£o; z 31509 ee App + Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255138 PermitNumber: RF-9-15-2473 Scheduled Inspection Date: March 24,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Roof Trusses Owner. WEISS,SHIRLEE Work Classification: Tile Job Address:1099 NE 96 Street Miami Shores,FL Phone Number Parcel Number 1132060143650 Project: <NONE> Contractor. T&S ROOFING SYSTEMS INC. Phone:305f265-2654 Building Department Comments RE-ROOF TILE Infractio Passed Comments INSPECTOR COMMENTS False STOP WORK ORDER: NEEDS TO COMPLY WITH COMMENTS MADE BY B.O ON 12/10/15 Tin cap and underlayment ok pending Miami Shores Village approved plans for the roof structural repairs and a letter of certification from the engineer of record certifying that he inspected the project and the repairs were done according to the approued details Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-255016. CREATED AS REINSPECTION FOR INSP-254828. 1. Provide engineer certification for the truss repairs. No permittladder Failed Correction �� Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 23,2016 For Inspections please call: (305)762-4949 Page 21 of 36 Miami Shores Village F ' 10050 N.E.2nd Avenue NE •tu1 " 3 st ��}l Fa 2k it Miami Shores,FL 33138-0000 Phone: (305)795-2204 ' Expiration:0312712016 Project Address Parcel Number Applicant 1099 NE 96 Street 1132060143650 SHIRLEE WEISS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell SHIRLEE WEISS 1099 NE 96 ST MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone $37,800.00 Valuation: T&S ROOFING SYSTEMS INC. 305/265-2654 _ _.... Total Sq Feet: 6300 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF TILE Classification:Residential Inspection Type: Upp Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Review Building Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-9-15-57240 CCF $22.60 09/29/2015 Credit Card $981.80 $0.00 DBPR Fee $6.00 DCA Fee $6.00 Bond#:2853 Education Surcharge $7.60 Permit Fee-New Roof $400.00 Scanning Fee $9.00 Technology Fee $30.40 Total: $981.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with a plans,drawings,statement or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume r onsibili fo all work done by either yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM G,ME A CAL,WINDOWS,DO S,ROOFING and SWIMMING POOL work. OWNERS A FIDAVIT: I certify th all th foreg 'ng information is ccurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. Futhermo I aut orize t ab ve- ed ntractor to do the work stated. September 29,2015 Autho gnature:Owner / AppD6ant / nt actor / Agent Date Building partmen Copy September 29,2015 1 Miami Shores Village, �cw Building Department SEP,21 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By; Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. �� S -24 .3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC M ROOFING ❑ REVISION ❑ EXTENSION RENEWAL r-JPLUMBING ❑ MECHANICAL DPLIBLICWORKS CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1099 NE 96th St. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 _n t/� ` 0 4— Jk Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Shidee Weiss Phone#:_ Address:.1099 NE 96th St. city: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR*Company Name: Tks Phone#: 2 Address: 6 W C7 City: vv\ State, Zip: . zS 'j YZ Qualifier game: CA) S °, Phone#: State Certification or Registration#: CCC I o Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State: Zip: Value of Work for this Permit:$ -0, o o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: 1oi 4 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fe--e--$ Structural Reviews$ Bond$_ W• /� TOTAL FEE NOW DUE$��1 (Rev1sed02/24/2014) r � 2 . Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 will not be approved and a reinspection fee will be charged. Signatur e OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The for oing instrument was acknowledged before me this �—day of ��i? a I 1/X'r ,20 IS ,by day of 20 .by I�V LIU r ,who is personally known tom Ws imc,who is personallyknownto me or who has produced c as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: L✓L Sign: Print: Print: CMILAIUMMO LyDEN Seal: #ft7'I� lie-SUN Of Fli#a Seal: COMMON#F FF 206073 ISIC"ft 14ft No 16,2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Pr6perty Search Application-Miami-Dade County Page 1 of 8 a a Y £. ,P E� Address Owner Name Folio SEARCH: 1099 NE 96 ST ' Suite Q .... .....--.... ................_..........._.................. .._....... ....... ..... ......... .w ..... .. PROPERTY INFORMATION Folio:11-3206-014-3650 Sub-Division: MIAMI SHORES SEC 2 Property Address 1099 NE 96 ST Miami Shores,FL 33138-2551 Owner SHIRLEE WEISS Mailing Address I 1099 NE 96 ST MIAMI SHORES,FL 33138-2551 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area http://www.miamidade.gov/propertysearch/ 9/29/2015 . Property Search Application - Miuoi-[]udoCouniy Page 2o[8 � Living Area Adjusted Area 3,523 Sq.Ft Lot Size 15.330aq.Ft Year Built 1e51 - — Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PAAdditional Online Tools Property Record Cards Property Search Help bdbP://wwnv.ouiumidude.gov/p[opertyucozcb/ 4/29/2015 Ruai , • NOW SEP 2 9 2015 RRQUIRED oWNM NOTIFICATION FOR ROOFING CoNsmERATX It is the responsibility of the roofing contractor to provide the owner with the required roofing per mit,and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. .Aesthetics-workmanship: The workmanship provisions of Chapter 15(High Velocity Hurricane Zone) for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appemace)are not a consideration with respect to workmanship provisions. Aes issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as rt a agreement between the owner and the contractor. 2.Ranailing woad decks: When replacing roofing,the existing wood roof deck may have to be renall accordance with the current provisions of Chapter 16(High Velocity Hui-ricane Zones)of the Florida Bui 'r a roof deck is usually concealed prior to removing the existing roof system). �.Common roofs: Common roofs are those which have no visible delineation between neighboring (i.e. ownhouses,condominiums,etc.). In buildings with common roofs,the roofng contractor and/or own u notify the occupants of adjacent units o€roofing work to be performed. 4 Exposed cdHags: Exposed,open beam ceilings are where the underside of be roofdecking can be vi below. The owner may wish to maintain the architectural appearance,-therefore,roofing nail penetrati s of the underside of the decking may not be acceptable.The owner provides the option of main t appm S. onding water: The current roof system and/or deck of the building may not drain well and may aau to pond(accumulate)in low-lying areas of the roof. Ponding can be an indication of structural distress may require the review of a professional structural engineer.Ponding may shorten the life ex and erformance of the new roofing system. Ponding conditions may not be evident until the original ro stem s r oved. Ponding conditions should be corrected. 6.0 erflow scuppers(Wall.outlets): It is required that rainwater flow off so that the roof is not ov coded . m a wild up of water. Perimeter/edge walls or other roof extensions may block this dlis huge if 000.0• overflow peers wall outlets)are not provided. It may be necessary to install overflow.Apers Un a9pordance .• with u' Ater 15 and 16 herein and the Florida Bidtdingg Code,1'htmkt4R, •.:..' ..••:• 7.V la w Most roof structures should have some ability to vent natural airtl w throu jk the :'•••: inters of the st assembly(the building itself),,�'he existing amount of attic ventil�rni shallnorbe •• ••• . . reduced. ••�••• •• •••�• 1 Miami Shora•Yi8♦age • •• • Owner's/Agent's Signature: Contractor's Signature: Property Address: Rmr. nFPTt ;UIIJCCT TO COMPLIANCE WITH ALL FEDERAL j ;'A f r AND COX 1NTY RULES AND REGULATIONS OWNER'S AFFIDAVIT OF EXEMPTION Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site- uilt Single Family Residential Structures Punt to Section 553.844 F.S. Date. To: Re: Owner's Name: -`Pfia Property Address: Roofing Permit Number. Dear Buihling Qtlicial: I 44certify that I am not required to retrofit the roof to wall co 'ons of my b ' because: 44 7 he just valuation for the structure for purposes of ad valorem taxation is less than 5300,000. The building was constructed in compliance with the provisions of the Florida Building Code(FBC) or with the provisions of the 1994 edition of the South Florida Building Code(1994 SFBQ 9 S' �¢-ria-.d�.� Print Nam . . .... ...... STATE OF FLORMA CX?MY OF batL4111-RADE •••� i • •• •• SwwntoandPowneRyknown s Mme • Day of •••• • •• ••••• • • • • • • • When the just valuation of the structure for the purposes of ad valorem taxation is • • ' • •••••• � purpo equal b[9 or mare than•••••• $300,OW,and the building was not constructed in compliance with the FBC nor%ith the;994§FBC,and :••••: affFxdavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be prcn ided. •• • •• :•: • • 816'/2015 Properly Search Application-Miami-Dade County zM d'HE Summary Report Generated On:8/6/2015 Property Information Folio: 11-3206-014-3650 Property Address: 1099 NE 96 ST - Owner SHIRLEE IAEISS Mailing Address 1099 NE 96 ST MIAMI SHORES,FL 33138-2551 Primary Zone 1400 SGL FAMILY-3001-3250 SQ 'rt Primary Land Use 0101 RESIDENTIAL-SINGLE { z= FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft x Living Area Sq.Ft Adjusted Area 3,523 Sq.FtAM Lot Size 15,330 Sq.Ft Year Bultt 1951 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $0 $0 Land Value $467,258 $291,883 $193,771 Taxable Value 1 $552,4031 $502,1851 $456,532 Building Value $248,736 $242,590 $242,877 School Board XF Value $19,472 $19,678 $19,884 Exemption Value $0 $0 $0 Market Value $735,466 $554,151 $456,532 Taxable Value $735,466 $554,151 $456,532 Assessed Value $552,4031 $502,IWI $456,532 City Exemption Value $0 $0 $0 Benefits Information Taxable Value $552,4031 $502,1WI $456,532 Benefit Type 2015 2014 2013 Regional Non-Homestead Cap lAssessmentReduction 1 $183,0631 $51,9Wj Exemption Value $0 e• Q $0 Note:Not all benefits are applicable to all Taxable Values(Le.County,School Taxable Value $552,403j. $102Ag5 W166,63$ Board,City,Reglonaq. •• • • •• • Sales Information ***:so ••e• ••••• Short Legal Description Previous Sale Price OR Book-Poye•I QugrocaVn Desc j"? • .. MIAMI SHORES SEC 3 PB 10-37 see 0 . .. ...•. LOTS1 &2BLK82 000000 • •• ••lee• LOT SIZE IRREGULAR 000.0• 0e:00• 000000 • The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most currerK inf 0armation on record.The Prope0rt�i• Appraiser and Mlaml-Dade County assumes no liability,see full disdalmer and UserAgreement at hftp:/Am&w.miarrddade.gov/lnfo/dlsclaimer.asp:••• o• 0 0 e 0 • • • 0 • .0. 000000 Version: •• • e ••e e e MIAMI' Miami-Dade County HVHZ Electronic Roof Permit Form & =I 0% „Delivering Excellence Every Day" Section A(General Information) Waster Permit No: Process No: Contractor's Name: and s roofing Job Address: 11099 ne 96 st Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑✓ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Poiyurethane Foam ❑ Other: Roof Type ❑ New Roof 0 Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑Yes ❑✓ No If yes,what type? ❑ Natural ❑ LPGX Roof System Information as uiw Low slope roof area(ft.2)10 Steep Sloped area (ft.2) 300 j Total(ft.2)P300 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. Perimeter Width(a'): Corner Size(a'x a'): . .. . .... ...... ... . .. ..... �� • 2 ...... X 9 . 0 ...... Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section ®Tile Roof System Roof System Manufacturer: EAGLE ROOFING PRODUCTS Notice of Acceptance Number(NOA): 12-0430.04 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 ' P 3: 100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 psf Fili In the specific roof assembly components.If a component Is not required,Insert not applicable(n/a)In the text box. III� Deck Type: —5/8"Plywood— Optional Insulation: Optional Nailable Substrate: Roof Stop3: Optional Nallable Substrate Attachment: "!12" Roof Mean Height: 15 ft. Basesheet Type: Method of Tile Attachment: 1#30 ASTM TYPE Adhesive, 2 Small Paddy Polyfoam Polypro— Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 11 1/4 RS NAILS 6"OC AND 12"FIELD • 0000 Iiia Underiayment(Cie Sheat)TypS:"` . . Drip Edge Size&Gauge:' —3"face 24 ga.— 0""` "" : : 0000.. 0000.. Ilia Underlayment Attec•ant Method: •• • Drip Edge Material Type: I-Galyinized Metal— SELF ADHERED ...... • •• ••• •• . 00 .0 5050 0 0000.0 Drip Edge Fastener Type: 111/4 RS NAILS Tile Profile: 0 • 0 0 0.0.;0 BEL-.AIR 0 ;0000; a. . . . Hook StriplCieat gauge or weight: Select Hook Strip— _ p— .. . firs,�•,, . . t : ' I 'SeetIonB• , , e Miami-Dade County HVHZ Electronic Roof Permit Form "Dellverin$Ewellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile.Calculations Per RAS 127" For Moment based file systems,use Method 1..Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. P 1: 39.1 x 7. .278 t 10.86 _Mg: .$ _Mr1: 5 31.3 NOA Mf P'2: 68.1 X .27$ = 1$.93 _Mg: r Mr2: S 31.3 NOA Mf P 3: 100.7 X .278 27.99 _Mg: 'Mr3: 5 31.3 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" For Uplift based tis systems.Usa Method 3.Compare the values for F with the values for Fr.If the P valuds are greater than or equal to the Fr values,for each area of the roof,then the tie attachment method is acceptable. P1: x1; = xw: � _W. xCos 0:M=Fri:®5 NOAP P2: x l; x W: = - :, x cos 0:®=Fr2: S NOA F P3: xi:®� xW-. = W. a xCos 0:®=Fr3: S NOAF Where to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or-by an engineer"analysis prepared,signed and sealed by a professional engineer based on ASCE 7. *000 Mean Roof Height H Job Site • • •••• •••••• Roof Slope 9 Job Site ...... '.:..• ....:. Aerodynamic Multiplier Product Approval(NQ Aj •••• Restoring Moment due to Gravity Mg Product Approval(NOAJ• •• ••;•• Attachment Resistance Mf Product Approval o404.` '.:..' ...... Required Moment Resistance Mr Calculated • • • Minimum Attachment Resistance F Product Approval(JOAJ• • • Required Uplift Resistance Fr Calculated ' ' • Average Tile Weight W Product Approval(NOA) Tile Dimensions 1=length w=width Product Approval(NOA) ® MIAMI-DADE COUNTY I � PRODUCT CONTROL SECTION r 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.miamldade.gov/economy 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 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: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 anA.fiction of this NOA shall be cause for termination and removal of NOA. • . . .... ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flo"-and foAAvcf by the•••:• expiration date may be displayed in advertising literature. If any portion of the NOA is displtVed,*&en it shatl be do* ... in its entirety. .... . .. ..... INSPECTION: A co of this entire NOA shall be provided to the user b the manufac -.r-0*eits di� ers an 7.:::• PY P Y tW'�r Px t il..... shall be available for inspection at the job site at the request of the Building Official. ...... . . . ...... This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. .:""' The submitted documentation was reviewed by Alex Tigera. •• ••• • NOA No.: 14-0805.01 ELMIAMMWECOUNW Expiration Date: 05/10/17 Approval Date:09/04/14 Page 1 of 11 t 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 this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do 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 file systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 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 attachment 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 Test Results 00*0 Density ASTM D 1622 1.6lbs./ft 3 . ....• . ...... Compressive Strength ASTM D 1621 18 PSI Parallel to rise •• .00. • 12 PSI Perpendicular to rise "':'• "" '..•" Tensile Strength ASTM D 1623 28 PSI Parallel to rise """ :••••: Water Absorption ASTM D 2127 0.08 Lbs./Fe • .... . .. ..... Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch ' ' ...... . .. ..... Dimensional Stability ASTM D 2126 +0.07%Volume Change @OeT,'2 weeps..• 9.99.0* +6.0%Volume Change @15�2F;-4p0%Humidity,2 •; weeks :999.. Closed Cell Content ASTM D 2856 86% •••• .. 9999 Note: The physical properties listed above are presented as typical average values as determined by •• • accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.:14-0805.01 WADECOUPExpiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 t EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reuort 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 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 LnmAnoNs: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire ratn • 0000.. 2. 3Mm 2-Component Foam Roof Tile Adhesive AH'-160 shall solely be used with flat,low;,&high tit$ivgles. • .0000. 0000 0000.. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RA$.1.20. 0000.. 4. Roof Tile manufactures acquiring acceptance for the use of MC 2-Component Foam 1 pbTTge Ad$eSivt.AH- • • 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. ''" • 0 0 0000.. . .. 0000. 5. All products listed herein shall have a quality assurance audit in accordance with the Blo�ri a�Builth,4Eode an4••.. Rule 61G20-3 of the Florida Administrative Code. ;••;•; •. . . . . ...... 0000.. . . 0000.. 0 0 . . r IAMMADe caU NOA No.:14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment 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 to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser 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 03)• 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 1 to 2 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. 0000 . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000 0 .00. 00 0000.. 0000.. 0000.. . . .0906. .. 0000 9 NOA No.: 14-0805.01 MuvHaAP►uecIAPPROVEDIoin Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. M7 DADEcouNT7r ,...• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . . .... ...... ...... .... ...... ...... . .. ..... •• •• •••• •••••• • • • • • •••••• NOA No.: 14-0805.01 MIAMM ADECOUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 � L ADHESIVE PLACEMENT DETAIL# 1 nprast.tr � Vbddpr8".m►tir0a Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2 ' (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock >t�t --•.� ate'' -;,� �,.�� '� of the file being set. SWRssn Optional ° �} �< FA►�c.�r�.., ,�-" �.. r� �, ,�°s 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. tJeillE+roughptastk eemenrt Medium Profile/ Double Pan Tile 1when roWilreo P4014y a ,.wch t 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam . paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. �4 �hLhHll�,'`56 t 2. Continue in same manner.Insure approximately 17 �otl�s atrsioaar + (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. ala 'y" �nro�aousa--�`� a Folds 19ha•u�fip►aa4la4• nr�� High Profile/Single Pan Tile �w�.n,rmqu®rad� +F ``,�. ,,..p,,"''Hed�l��n�aelr'�I!► �etapro�,►t � �,;:-�°`°`�''�-- 1. Starting at the eave course,apply a mirtiml;m 2" (50.8 mm)x 10"(254 mr;)x.Y.(25.4• j►toam ....�. paddy onto the underlaymft pasitio4d.Mahown '• loin of " "� �. under the pan portion of thA'tlPe closesftV11ie ° 000 0 �,• overlock of the file being se j•• •• • • tlaitens 2. Continue in same manner•"aw appwximtely 17.... roysfmnab -o 2 • • ....• (109.7 cm)—23 (148.4 c2��equare in®;sAesive- • contact with the undersidC bf:ht tile. Via►*•tours•~`'��` '"�' j!�'i. `'`�'r`4:` . • • • •.•.i• ..., .�s-}. .�`,.dam Pastas .•.•.• s` q •• • 1q im'"''ti 3 in. :1'" �.;s>$' '�. E.rc tl+aaure • • • Drip 040 Mia®� NOA No.:14-0805.01 Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ` ADHESIVE PLACEMENT DETAIL#2 �u1� 4mane ,, daa� ra � Flat/Low Profile Tile . ..ts 1. Starting at the eave course,apply a minimum 2 (50.8 M.r. mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy � onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of "�. �" "' �� `� �� .• the tile being set.Insure approximately 17(109.7 cm2) 23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) fi99Ja x 7" 177.8 mm x 1" 25.4 mm foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile �enc6109u►0•._____*:�% `r being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12 (77.4 cm)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile a� taddy��tr6a9�Puad 1. Starting at the eave course,apply a minimum 2"(50.8 ►gdwal6ymmine mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy �`- onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm)- '� 23 (148.4 cm)square inch adhesive contact with the r ,y� underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �of x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under thepan r portion of the file closest tothe o�verlock RO14e file being set. 0..6 .. .• 0000.. 0000 0000.. 3. Continue in same manner.Insnr+aapproximately 12",... (77.4 cm2)- 14(90.3 cm)%dVMjnch mashie • contact with the underside of tYe'tle. . ' 6' .0...6 . 0 6 60006 .6 .. 0.00 .00000 606... . 6 (Instructions continued on neht,#ag"e) 0 0 0 0:. ..6606 . 0000.. 6. . . ... 00 MtAM�•t1AOE coUNTY NOA No.:14-0805.01 ... Expiration Date: 05/10/17 OYEDI Approval Date:09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) dkMWNkPLW& High Profile/Single Pan Tile Was tagN-Iad3r64n+r��Tit4) 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy `•,d .., �� onto the underlayment positioned as shown under the tw � •�. f `�;�.�:�.,� �. `•,� pan portion of the the closest to the overlock of the �'� -. x� ., �•. the being set.Insure approximately 17(109.7 cm)— ' 23 (148.4 cm)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2" 50.8mm eaveCe - * '� �O to x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan i a�,,� ��,. �..� '°�•,, portion of the tile closest to the overlock of the the prtp adpe being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm) square inch adhesive contact with the underside of the tile. • • . . .... •••••• . . - ...... .... ...... .... . .. ..... ...... . .. ..... .. .. .... ...... • • • • •••••• NOA No.: 14-0805.01 MIAMbDADEMCO UNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL##3 �as6c�76�7t l'he°r 1. On the eave course only,apply a minimum 2" (50.8 • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy " onto the underlayment positioned as shown,under n �aFsae , the strengthening rib for flat tile or under the pan portion of the tile for low or high profile the closest xak. to the overlock of the tile being set.Leave approximately " u from the eave pp Y 4 (101.6 mm) P smote dy 4 edge free of foam to prevent the expanded adhesive ax4rn, from blocking the weep holes. Insure • •t om K' � approximately 17-23 int(109.7-148.4 cm)of adhesive contact with the underside of the tile in mvee1° 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below RaMowProtlle711e the second course line positioned foam paddy under the strengthening rib for flat tile,or under the �r11thmuoSingle paddy under tile pan portion of the tile,closest to the underlock for alyrl,* 7 riles] the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive BMW Vftad6ip[undartlo contact with the underside of the tile. "amid 3 s (Instructions continued on next page) 76410. 24 ShnApaddyan 1467.n �`• a'E1n. EBI6t41r1U�ArE' Ems Emb Medium Pra le •••• • • 0000 0000•• 0000•• 0000 0000•• • 0000•• • • • 0006•• 0000 •e • • • 0000 • •• ••w•• 0000•• • •• 0000• •• •• 0000 0000•• • •••••• • • • • • • 00.000 0000•• • • • 0000•• 00 0 QAM,�M NOA No.:14-0805.01 MMME.. � Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) flab dvougb p bsk oemenk,, Double ply under We 1whenrewka4 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x'/a" � � (19 mm)paddy on top of the eave course tile Padd�iunderrliek surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately x41n. 9(58.1 cm2)- 11 (71cm2)square inch adhesive �r 2m41h6 contact with the underside of the file at the overlap and 7(45.2 cm2)-9(58.1 cm2)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Ewe s. Fascia loin. 2 DU Ea»e dowse Doip edge High Profile THe • • ..•• 00.00• 0.000• 0000 0000•. • .0000• • • 0000•• ...• • .• .0000 .0000• • .. .0000 0..000 • • • • . • . 0000•• .0000• • • •0600• MIArta®UNTY NOA No.: 14-0805.01 .. Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 r r ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1)Piece enough adhesive to achieve ds to 70 sg.Im piddh appacedans 1. Starting at the eave course,apply a minimum 2" in contod wM the pan dle, n re"ired) (50.8 mm)x 10 (254 mm)x 1 (25.4 mm)foam Mum coven upsidedown.Place adhesive b paddy onto the underlayment positioned as °n.fromoudsideedgeofcovertae. shown under two adjacent pan tiles. Support eave 25".1en .contuil etae.Ensuna oto tiles from rocking until adhesive has a chance to zs ag.in.cantaa area . nderlaymeft ^ ` cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm`)—70(451.6 cm) square inch adhesive contact with the underside � { of the pan tile. Uvedosur (motershown) 3. Turn covers upside down exposing the underside WeephoieFUda � of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top partiftMite a recourses+ertue•nauttosemdcoumof edge of each side of the cover tile. Leave pantgesAwwometWofpan and covertaes wtaush at a ane' approximately 3/4"(19 mm)to 1"(25.4 mm) Two piece Barrel-High Profile Tile from the outside edge of the tile,inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm)-25 (161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. •••• 5. When additional naiUg iz tequired'2"150.8 -6—:0 mm)x 4"(101.6 mm)Hailer's or the tie'moire 'eeoeq . system using galvan 0.1Wnless steed,or copper wire and compatible nails ray he used,*••••; ....• . .. ..... ...... . •• ••••• .. .. .... ...... END OF THIS ACCEPTANCE . . . . ...... ®u NOA No.: 14-0805.01 s � Expiration Date: 05!10!17 Approval Date:09/04/14 Page 11 of 11 e IAMF MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera 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 tithe materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorses eut of ad)rploduct,••••;• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to�ggip�ly wrth•�a�n'�+section� of this NOA shall be cause for termination and removal of NOA. 696:60 6 6666.. 6696 66 . 6 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flarift and fellov d by fba.9 expiration date maybe displayed in advertising literature. If any portion of the NOA is disyLl!P31pothen t 4sh` Jbe dm;--* in its entirety. 00 6666.. . . . . 6666.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrA3MT9 and 6 shall be available for inspection at the job site at the request of the Building Official. 6 6 ..666. .. 666 66 This revises NOA# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.:12-0430.04 riiAMI-DADe COUNTYExpiration Date:10105116 No Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: 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 %a" nail holes. For adhesive set,direct deck or Thickness=Y2" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W= 12 %a" nail holes. For adhesive set,direct deck or Thickness= %i" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/a" equipped with two nail holes. For adhesive set, Thickness=%z" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 YV equipped with two nail holes. For adhesive set, Thickness=%i" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushedfnish Tile W= 12 %a" equipped with two nail hg)q. For adhesive se#, 0•:- Thickness=%2" direct deck or battened'Yfail�bn app ligatlpns. •. 0000.. 0000 0000.. Trim Pieces 1=varies TAS 112 Accessory trim,clay ropfaeces fQ;us;at hipg,•••• w=varies rakes,ridges and valle5C tamiinaticW.. 000000 varying thickness Manufactured for each-t;le7ofilei 0• 09:69 .. .. .... 0000.. 0000.. . . . . . .0.00. . . 0000.. .. . . ... 00 NOA No.:12-0430.04 Nnah�IWMMC0UNW= Expiration Date:10/05/16 Approval Date: 08/02/12 Page 2 of 10 i 2.1 EVIDENCE SUBMITTED: Test_ Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 1111 TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2,5,&8) Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(1,5,&8) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 .... TAS 102 Engineering,Inc. ' ec. 1949 Celotex Corporation Testing 520109-1 Static Uplift Testing'..' R TAS 101 Service 520111-4 """ "" ""•" Celotex Corporation Testing 520191-1 Static Uplift Testing•.... •• Nl;rch 1a..: Service TAS 101 '....' : '..' ..... Calculations Aerodynamic Multiplier:": : .Sep. 2 0 M••• Walker Engineering,Inc. •• •• •••• •••••• Walker Engineering,Inc. Calculations Restoring Moments Due to fffa ky Sep. 2006 .' . . . . ...... .. . . ... NOA No.:12-0430.04 E courrrr Expiration Date: 10/05/16 APPROVED 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 Welght W(lbf) Length-1 (ft) Width-w(ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -A (ft) Tile Profile A (ft ) A (fe) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, ."". . . .... ... .. Ponderosa Double Eagle Flat Tile • • .... . .. ..... •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• NOA No.:12-0430.04 MIAMI•DADE C U Expiration Date:10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3: Restoring Moments due to Gravity- Mg (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Profile Direct Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct k Battens Deck Double Eagle, Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems The Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail 7 4 Ponderosa, 2-10d Smooth or Screw 14.0 18.8 Golden Shank Nails 18.2 Eagle, 1 #8 Screw 30.8 30'8 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip) 22 1 Tile 1-10d Smooth or Screw 19.0 19.0 Shank Nail Eave Clip) 35.5 34.8 2-10d Smooth or Screw 35.5 Shank Nails Field Clip) 31 9 32 2 2-10d Smooth or Screw 31.9 Shank Nails Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1. Installation with a 4"the headlap and fasterners are located a min. of 2%"from head of the"". ...... .... ...... .... . .. ..... ...... . .. ..... .. .. .... ...... . . . . ...... NOA No.:12-0430.04 MiAMaDADEc� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 1 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment 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 3 Large paddy placement of 45 grams of Pol ProTm. 4 Medium paddy placement of 24 grams of Pol ProTm. 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. 0000 . . 0000 0000.. • 0 • 0000 0000.. 0000.. 00 0000.. 0000 .. 0000 . .. 0000. 0000 0000 0000.. 0000.. . . . . .0000. 0000.. . . 0000.. •0 0 . ... NOA No.:12-0430.04 M;MADE COU 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". FLORIDAEAiiL 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. •••• • . . .... ...... ...... .... ...... •••• • •• ••••• • •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• NOX No 112-0430.04 M�pMI.DADECOUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR «ti yip •••••• •... •••••• BEL AIR DOUBLE EAGLE NOA No.:12-0430.04 MIAMFDADEGOUNTY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 10 w 12W PONDEROSA .,r 1 • PONDEROSA DOUBLE EAGLE •••• .. • 00 00 0 •..••. . • • • • . • • •. • NOA No.:12-0430.04 Mv►MMADECOUN it Expiration Date:10/05/16 "'• ' Approval Date: 08/02/12 Page 9 of 10 J� I I �I II I 'EL.tl { ®+� Mal GOLDEN EAGLE END OF THIS ACCEPTANCE 9999 . . 9..9 ..9..9 .0 . . .. . 900.09 9999 000006 090009 0 99. 9 99.. 0000 .. . . 9999 9999 9999 9999.. 9999.. 9999.. 0 9.9..9 .. .0999 *0 * NOA No.:12-0430.04 MIAMFDADE COUNTY Expiration Date: 10/05/16 ''''• ' Approval Date: 08/02/12 Page 10 of 10 MIAMmmx MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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.eov/economy Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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:BORAL TileSeal 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 0000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CountX10Florida,•.and followed, • by the expiration date may be displayed in advertising literature. If any portion of the-NOA is displayed,their• • it shall be done in its entirety. :....: 0000 .. 0000 .. 0000. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturq.W. i dist4utand .,;..• shall be available for inspection at the job site at the request of the Building Official. •• •• •• ••• •••• • 0000.. This revises NOA#12-1219.01 and consists of pages 1 through 4. • 0000.. The submitted documentation was reviewed by Juan E. Collao,R.A. .•. :0006: .. 0000 t, NOA No.: 13-1113.05 wtt W114oecouty Y Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72'rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies,Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114(H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798 &ASTM G 155 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 • • •••• •••••• • • • • • • • NOA No.: 13-1113.05 Mu4MhExpiration Date: 07/31/17 • Approval Date: 03/13/14 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and two staggered rows 12"o.c.the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 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 roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems,Mechanically Fastened Roof Tile, Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle assemblies. •6•• • • •••• •••••• 00 • 0 ♦• • 000.0• •0•• 000000 • 000000 • :9000: • • 000•• 0000 •• • • 0 6090 • •• ••••• 06.00• • 00 90060 •• 09 0000 0.0000 • 00•••• • • • • • • 0604•0 00•••0 • • • 4 • • • • •0000• • • NOA No.: 13-1113.05 MtAMF1DECOUNTY Expiration Date: 07/31/17 Approval Date: 03/13/14 Page 3 of 4 LimrrAnONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth,clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment;loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. 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. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6"piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. ••9• . . ....0 ...... 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufle rens name of 4ogo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Pmdgtt Contre?fpprovedy•••9 or the Miami-Dade County Product Control Seal as shown below 000000 •0.0• :0000: •••• .. MIAMIDADECOUNTY 0000 • •• 0000• —1 APPROVED 0 00000 •• •• 0000 0000•• • END OF THIS ACCEPTANCE •00:0: 9 • • • • • 0090•0 0000•• • • • • • •• • NOA No.: 13-1113.05 MIAMFDADE COUNTY p. Eg iration Date: 07/31/17 APPROVED Approval Date: 03/13/14 Page 4 of 4 OFFICE COPY Permit Hodder ''7h�' ► 1raa�c�. Permit# -2 F.B.0 Violation /' /� ��d�•7 ol Address � if Date _/sQ"/i� By Building Official