Loading...
RF-16-1558 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-260805 Permit Number: RF-6-16-1558 Scheduled Inspection Date:June 13,2016 Permit Type: Roof Inspector Mesa,Michel Inspection Type: Final Roof Owner. MCLAUGHEN,LAUREL Work Classification: Repair Roof Job Address:126 NE 97 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060132540 Project: <NONE> Contractor: J&K ROOFING INC Phone: 954-961-7663 Building Department Comments REPAIR FLAT ROOF AND REPLACE 3 DAMAGE nfractio Passed Comments TURBINES WITH GOOSNECK VENTS INSPECTOR COMMENTS False Inspector Comments Passed F71 CREATED AS REINSPECTION FOR INSP-260707. CREATED AS REINSPECTION FOR INSP-260350. 6/10/16 Failed INSPECTION CANC LED DUE TO WEATHER Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid q June 10,2016 For Inspections please call: (305)762-4949 Page 32 of 33 3^� Miami Shores Village 10050 N.E.2nd Avenue NE Cta6lptICEi� Miami Shores,FL 33138-0000 Phone: (305)795-2204 A onw � qa�ii Expiration. 12104/2016 y Project Address Parcel Number Applicant 126 NE 97 Street 1132060132540 Miami Shores, FL 33138- Block: Lot: LAUREL MCLAUGHEN Owner Information Address Phone Cell LAUREL MCLAUGHEN 126 NE 97 Street MIAMI SHORES FL 33138-2333 Contractor(s) Phone Cell Phone Valuation: $ 4,100.00 J&K ROOFING INC 954-961-7663 Total Sq Feet: 100 Type of Work:Repair Available Inspections: Additional Info:REPAIR FLAT ROOF AND REPLACE 3 DAMA Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# RF-6-16-60072 DBPR Fee $3.75 06/06/2016 Check*32244 $50.00 $97.50 DCA Fee $3.75 Education Surcharge $1.00 06/07/2016 Check#:32253 $97.50 $0.00 Permit Fee-New Roof $123.00 Permit Fee-Repairs $0.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $147.50 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 the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certV that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ing. Fu rmore,I authorize the above-named contractor to do the work stated. June 07, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 07,2016 1 ✓_ —+tea �y---••��� Miami Shores Village Jug os 2 T1s Building DepartmentLBY,: '' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20H _ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP P CONTRACTOR DRAWINGS JOB ADDRESS: 14 N C l P 5-f City: Miami Shores County: Miami Dade Zip: �31� Folio/Parcel#: l/' 3206- 013 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 4 'tf Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �e4u re d IV L Z-A� Lt 5k Plt Phone#: 3 cs t'4 3�7 Address: ,,1aG A4l : 97S4- '- City: 11 ln1 G(M') .J�DIVS State: � Zip: 3 313J Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ✓T 1— ���'"`Q1 Phone#: 7���<�f l�7/ Address: ,f—)O(D ,S crmc(.,r 5* City: NwtJI State: R Zip: nod,o Qualifier Name: ADAAte 0OrrQA-) Phone#: 9Jll9W1 f75 State Certification or Registration#: Cc— C D-�kDSj Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: , I City: State: Zip: Value of Work for this Permit:$ �l o•C)o Square/LinearFootage of Work: /D D Type of Work: ❑ Addition ❑ Alteration//�� El New [D Repair/Replace [:1 Demolition Description of Work: ADc 9 A,4 44 a Arg ie. e aml itc)\\ -AU/-,Li tie 5 1 I x•.11 � ��DSPvieL �`'�; UB�TS Specify color of color thru tile: hd Submittal Fee$ Permit Fee$ s��°`� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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.AIsar a-certifiedrapy afThe-recarded notice of cammerrceme-tr-must-i-e postentthe job-31Te-- 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 �� SignaturealhUWL OWNE � 41t�— R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofy 20 114 by day of Jae, 20 / b I n Y tuft( A4c(A ke., who is personally known to uo✓�✓�°� (�c T��J who is personally known to me or who has produced 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• C oea Sign: NOTARY PUWC Print: NOTARY PUBLIC g�y►'1E DA Print: S DN Seal: CaMIN Seal: i;f rqs 11/13/2019 Expires I III W2019 ��* APPROVED BY 7I r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 611/2016 Propertv Search Application-Miami-Dade County $,a�,� �.�..:._ OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:6/1/2016 Property Information Folio: 11-3206-013-2540 Property Address: 126 NE 97 ST Miami Shores,FL 33138-2333 Owner LAUREL L MCLAUGHEN , Mailing Address 126 NE 97 ST MIAMI SHORES,FL 33138-2333 Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/2/0 Floors 1 Living Units 1 Actual Area 2,290 Sq.Ft 4 Living Area 1,930 Sq.Ft ' Adjusted Area 2,012 Sq.Ft Lot Size 9,200 Sq.Ft Taxable Value Information Year Built 1949 2015 2014 2013 County Assessment Information Exemption Value $50,500 $50,5001 $50,500 Year 2015 2014 2013 Taxable Value 1 $84,988 $83,913 $81,927 Land Value $175,021 $175,021 $119,950 School Board Building Value $142,990 $139,515 $139,736 Exemption Value $25,5001 $25,500 $25,500 XF Value $1,565 $1,578 $1,592 Taxable Value 1 $109,988 $108,913 $106,927 Market Value 1 $319,576 $316,114 $261,278 City Assessed Value 1 $135,488 $134,413 $132,427 Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value 1 $84,9881 $83,9131 $81,927 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value 1 $50,500 $50,500 $50,500 Save Our Homes Assessment $184,088 $181,701 $128,851 Taxable Value $84,9881 $83,913 $81,927 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Widow Exemption $500 $500 $500 06/01/1991 $99,900 15084-1219 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 06/01/1987 $95,700 13333-0439 Sales which are qualified Board,City,Regional). 12/01/1983 $83,000 12012-1405 Sales which are qualified Short Legal Description 11/01/1975 1 $76,000 00000-00000 Sales which are qualified 1634165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 10&W5FT LOT 9&E1/2 LOT 11 `y BLK 19 LOT SIZE IRREGULAR The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SNOR�Es D Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 L0RIDA Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 06-07-2016 PERMIT NUMBER: 16-1558 1. According to a note on section B you will tear out the low slope roof section.Please provide a product approval for the system to be use and the dimensions of the roof section to be replaced. 2.Specify the color of the color through tile to be replaced.And provide a note on section B stating that the color of the roof tile will match the existing roof tile. 3.According to the information on the permit application you will be replacing 3 turbines with goose necks. Please check permit records for the building the turbines may be needed in order to properly ventilate the roof attic space. Also reflect the locations of each unit. Ismael Naranjo, 13.0, CFM Building Director CFH 2016RO322160 NOTICE OF COMMENCEMENT OR BN 30097 Ps 4237 (1P9S) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/02/2016 10 u X9:24 HARVEY RUVINs CLERK OF COURT PERMIT'N0. TAX FOLIO NO.11.3;?Dk of 3 - Uqo MIAMI--DAUE C:OUHTYr FLORIDA STATE OF FLORIDA: STATE a^ O DA,COUNTY OF D E y� COUNTY OF MIAMI-DADE: rv �'c �"d�`i yt�EE �CEy�RQ }�r+�ryYfPh1at/l�.r'��is�s vlry ar r, , Yf 1 d inf N O&V VJI„m."./� �G � q��f lP ?p ly M THE UNDERSIGNED hereby gives notice that improvements will be made o ce property,and in accordance with Chapter 713,Florida Statutes,the follow h.aid 8 �`s� l< Is provided in this Notice of Commencement, p � ��,C1� i�tl ea$31��CUtiie�C,fiie�fY€. C ,TIG ' q q Space above reserved for use of recording office 1.Legal description of pro erty and street/address: /V ! 7S4 /6' ^"' S�^A�s Ft 33 j3',' io -!g +'a,v,t 'Sho�5 Sec•! ��-7� 2.Description of improvement: 9 &r!' 3.Owner(s)name and address Lau--el A c Gce4ked /oZ(s .dlE 7 $ t Gt✓Ut+ f�,OIL°S Fl 32,31 Interest in property: QLy A.Lf Name and address of fee simple titleholder: 4.Contractor's name,•addres and hone um er d11 �° +'� dD�O QlMcvt w 3o),P ZVI Iel 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number Amount of bond$ 6.Lender's name and address: 7.Persons l t In the State of Florida designated by Owner upon whom notices or other documents may be served as provided by e...x :;action M 13(1)(a)7.;FliNg Statutes, ' 1Vame,jWOwsl and ph8ne ndmber. 8.In addition to himself,trntriers designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section ....13.13D)Wr,11prida%vitpS' ••;•Mame,atl t3As and ph&V ndmber: • .Expirlftlbn-date of thti;Tldtice of Commencement: 60:0** (the expiration date is 1 year from the date of recording unless a different date is specified) %VARNI1G,TbbWNER:ARIS' ATMENTS MADE BY THE OWNER AFTER THE IXPIRAnON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED • • IMPROPE"RAfIVIENTSIUNPER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR .:e••4MPROV&%AWS TO YaLiq PRbPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST I%Q N.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORD G YOUR NOTICE OF COMMENCEMENT. Signature(s)o Ow�ier(s)or O (f;'j' i�"tf Officer/ " ctor/Partner/Manager (� Prepared By L�-CL ''" Prepared By /'���O") Print Name _ Print Name 9,0(c) �J^'t�c•� Title/office Title/office A+A,4ti FI 3-3 oa✓J STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrumet was ackn wledged before me this a day of � By eaWER c ,+.t�'h e., Individually,or ❑as Q for Personally known,or ❑produced the following type of identification: - Signature of Notary Public: Print Name: (SEAL) CrWtobal Ordz VERIFICATION PURSUANT TO SECTION 92,526,FLORIDA STATUTES NOTARY PUBLIC Under penalties of perjury,I declare that I have read the foregoing and STATE OF FLOR;DA that the facts stated in It are true,to the best of my knowledge and belief. Cw"FF920230 Signature(s) f Owners r O n )'s Autho'zed Officer/Director/Partner/Manager who signed Expires 11/13/2019 By By MM-62 P 3 MO LICENSED AND INSURED LICENSE#CC-CO58051 954-961-7663 2010 Sherman Street ROOFING954-961-9879 Hollywood, Florida 33020 Fax 954-925-8015 S Scutl�"�Qo�ida ®u,vc 30 S miffed To IJob Name Date Street Street Phone 1 City,St.&Zip rr City,St.&Zip, Phone 2 Legal Lot Blk Sub Tax Folio# ALL. ROOFS TO BE DONE AS FOLLOWS 4e r—u-t-10W ' E (4<e3 3 l ; I s'l -5 , W A L-4r!�e 9 c="-5e fav`."`_{` . r Ce- R&PACC-?. A-Pprc;� X40 P4c. 0 a 6 /1 R&p Lo re�/- )eL..,4 3 1- CIA Apply- ' p,q i re b 301-6 ,,I- . g � j l P_ We hereby propose to furnish labor and materials-complete In accordance with the above specifications,for the sum of dollars($ 4 "� ,with payment to be made as follows: No carpentry work,woodwork or p ting unless specifically stated in this contract. In the event payment is not make as stated in payment schedule, All fees incurred in collections, such as, butmt limited to, attorney fees, court costs and collection agencies, are to be paid by signer or owner. ` QVCIA ••a • • •:••Ue roof applied to the�tWldl;described above is guaranteed for years from the date of completion upon final payment in full. ••This guarantee is TRAN819MBLE AT NO CHARGE to new owners of the property. Under this guarantee,the roofing contractor will,at its own ••09ilpense,r5aVdgy repair&lVedssary to correct roof leaks resulting from the following causes: •o•L•;allure oiE iQrifing felts;so;;Soo flashing resulting from usual and ordinary effects of wear and weather. • • • • :. 91.•boor wota nlanship of ebUI lg contractor in applying roofing and flashing materials. • • ••per O••••• LiL/�V�VSIi1r�Y�7• ••i••• • ••N • •• • his guarani �c�oes not.coaer:� 1. Leaks orother damage caused by: a.Natural disasters,including but not limited to floods,lightning,hurricanes,hail,windstorms,earthquakes,tornados,dry rot,etc. b.Structural failures such as cracks in decks,walls,partitions,foundations,windows,stoppage of roof drains or gutters,etc. c.Changes in the original principal usage to which of the building,unless approved by the contractor in advance in writing. d,Erection or construction of any additional installation on or through the roofing felt after the date of completion. e.Roof or flashing repairs by others,painting or coating without approval. f. Riots or vandalism. g.Termites or other insects. h.Penetration of the roofing from beneath by rising nails. 2. Damage to the building or it's contents,roof insulation,roof deck or other base over which roofing felt is applied. ACTION In the event leaks from roofing should occur,owner shall notify contractor promptly.Contractor will inspect the roof,and if cause of leak is within the coverage as stated above,the contractor will arrange for repairs to be made at no cost to the owner. If cause of leak is not covered, contractor will not be responsible for cost of any repairs. In the event leaks are not covered under the terms of this guarantee,a service charge will be invoiced to the owner. The guarantee will become null and void if payment of the service charge is not made within 30 days of the billing date. WE MAKE NO GUARANTEES OF ANY KIND, EXPRESSED OR IMPLIED, EXCEPT AS STATED HEREIN. ACCEPTANCE OF PROPOSAL: The above prices,specifications (own®)uyam/) and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as SIGN URE outlined above. (Owner) A f � Authorized SI ure DATE �J r ' 100%RECYCLABLE CREATIVE GRA HiCS . 954-253-8113 J&K Roofing/Proposal Form A-12/11 SWc- ilt�Es`r Miami Shores Village Building Department I.pR�}p► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: 1, .contractor (Nae) ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL: SSL RESUBMITTED DATE: 67//3 /20 1 PERMIT CLERK INITIAL: WA ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , RECEIVE Rorld s HuUding Cade 5th Edition(2014) JUN 06 2016 H gh-Veloolty Hurricane Zone Uniform Permit Applica (� BY: Section A(General Information) Master Permit No. i-7F(G– 153H H Process No. Contractor's Name "J:f k A o d'" Job Address j a_& /)E q? S �" J ROOF CATEGORY G Low Slope Q Mechanioally Fastened Tile D MorlartAdhealve Set Tiles 0 Asphaltic Shingles 0 Metal Panel/Shingles Ci Wood Shingles/Shakes O PresmVdve BUR-RAS 150 � 0 ROOF TYPE J O New roof 0 Repair 0 Maintenance O Reroofing D Recovering \SL ROOF SYSTEM INFORMATION \ �© Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF) Total(SF) �U Section 8(Roof Plan) Sketch Root Plan:illustrate all levels and sections,roof drains,scuppers,overflow am rs and overflow drains,Include dimen- sloes of wallons old leveler deafly Identify d1mensfom of elevated pressure zones end�iocation of parapets. - l� l t % �c� ' vC 0A �Ikk rpo • 1�S N � Qie�s .11 Nem inBJ��'LeJ��' �'lPlkS�,c r�vF cet�tik •• ••�.. �^^•��jj IVtiami Shores Village xx oor �" .. 0 0 0, 0 • • • • .: • • •• • . • •.. • •.j vSUBJECT TO COMPLIANCE WITH ALL FEDERAL �T • STATE AD COUNTY RULES AND REGULATIONS • • . • • • . • MORWA IptJIMPM a CQDB� MUN W108 0;SorrION Palo) 000 0 : 9S.3T r . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(21314) High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C(Low Slope Application) Top Ply Fastener/Bonding Material: R Fill in specific roof assembly components and Identify 1 I manufacturer Surfacing: 1 I (If a component is not used,Identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer Field:T"oc @ Lap,#Rows 1 —@�"oc 1 1 Product Approval No.: Perimeter._"oc @ Lap,#Rows_@ oc I 1 I 1 Design Wind Pressures,From RAS 128 or Calculations: Comer.�"oc @Lap,#Rows—@ oc I 1 Number of Fasteners Per Insulation Board: 1 P1: P2;_ P3: 1 I Max.Design Pressure,from the specific product Field Perimeter Corner 1 approval system: Illustrate Components Noted and Details as Applicable: 1 1 Woodblockin ,Gutter,Edge Termination,Stripping, g 1 1 Deck Continuous Cleat Cant Strip,Base Flashing, ou Flashing, Type: Coping,Etc. P' CounterFlashing, I Indicate: Mean Roof Height, Parapet Height, Height of Base 1 Gauge/Thickness: Flashing, Component Material, Material Thickness, Fastener 1 C 1 Type,Fastener Spacing or Submit Manufacturers Details that 1 1 Slope: Comply with RAS 111 and Chapter 16. S}� �111 i1W 1 Anchor/Base Sheet&No.of Ply(s): 1�c 1 Anchor/Base Sheet Fastener/Bonding Material: 0� � (r �k r- 1W ON' FT. 1 Insulation Base Layer. 1 Base Insulation Size and Thickness: t , pl �ts11 ParHeight I f Base Insulation Fastener/Bonding Material: 1 1 CAlf, I Top Insulation Layer:Top Insulation Size and Thickness:Top Insulation FastenerBonding Material: e�� Height Base Sheat(s)&No.of Ply(s): 1 Base Sheet Fastener/Bonding Material: Ply Sheet(s)&No.of Ply(s): • •• • • • • ••• • .. ... .. . . . .. Ply Sheet Fastener/Bonding Material: 1 1 1 Top Ply: • • • • • • • • • • . 15.3$ FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) t 11119111111Copyright to,&it ns=FI by,Kr(4Lj1G� ES*J VE j;accessed by EU=r Palacio on]un 8,1015 10:32:12 AM pursuant to License Agreement.No uvtiors modwrizag. • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 SECTION 1524 HIGH VELOCITY HURRICANE ZONES-REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 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 removing the existing roof system). 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 appearance, 6. 14L Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimetededge wall or other roof extension may block this discharge It overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,R4403 and R4413. �'y IL"t—� '3_11e 0"'� s �� '4141 r/Agent's Signature Date Contractor Signature Date 5-� Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; . •: . . . . 0 ... ... ... .•. . . . . . . . . . . . .. . . .. . . . .. . . .. . . . . . . . . . . . . . . .. •• • • . •• .. ... . . . ... . . r , MIAMI-D . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 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/sera 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: Vanguard Roll Concrete 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 Nd shallb**poo i*&&O:ath user by the manufacturer or its distributors and shall be available for inspection at the job Sltt�.�e'iA�St of the�uilding Official. This renews NOA# 12-0308.06 and consists of pages 1 through 6. The submitted documentation was reviek;odt•Alex Tigefa. ••• ••• . . . . . . . . . . .. . . .. . . . .. . . .. 0 0 0 . . MIAM4QADE COUNTY ' f NOA No.: 12-0904.06 • Expiration Date: 12/16/17 APPROVED1 'i ••• ••• Approval Date: 12/06/12 • ••• Page 1 of 6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach,FL.,and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Vanguard Roll Concrete L= 16-1/2" TAS 112 Low profile, interlocking,high pressure extruded Roof Tile W= 13" concrete roof the equipped with one nail hole and '/2"thick double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach,FL. 2.2 SUBMITTED EVIDENCE: Test A¢ency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. ••• •• ••• •• PA 101 (Mortar Set) Redland Technologies 6.P063i-Q?; ; :.: •. Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 so* ... PA 108 (Nail-On) .. .. . .. . . . .. . . . . . . . . ' NOA No.: 12-0904.06 A APPROVED Expiration Date: 12/16/17 ••• • ••• Approval Date: 12/06/12 • ••• Page 2 of 6 . . . . . . . . . . . .. ... ... . .. .. ... . ... . . 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Renort Date The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76❑ PA 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc. 25-7214-6 PA 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,.Battens) Celotex Corporation 528454-2-1 Static Uplift Tesfing Sep. 1998 Testing Services 520109-2 PA 101 Dec. 1998 Walker Engineering,Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS-112 13343.1 June 2007 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. • .. .. ... .. . . . .. . . . . . . . . . . . .. . . .. . . . .. . . .. . . . • • • �H�ADE COUNTYVD NOA No.: 12-0904.06 ••• • • ••• Expiration Date: 12/16/17 • Approval Date: 12/06/12 • ;• ; ; • ; Page 3 of 6 4. INSTALLATION 4.1 Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w (ft) Vanguard Roll Roof Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - (ft) Tile X (ft) (ft) Profile Batten Application Direct Deck Application ,Vanguard Roll Roof Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2"•12" 311•12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Vanguard Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Roll Roof Deck Deck Deck Deck Deck Deck Tile 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Vanguard Roll 2-10d Ring Shank Nails 27.8 -37.4 28.8 Roof Tile 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 .#8 Screw 25.8 25.8 22.9 248 Screws 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Diel- 2-10d Smooth or$crew$116pk:Npilp : : 31.9 31.9 32.2 Eave•Gli '. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. . . MIAMI�1DE COUNTYC NOA No.: 12-0904.06 Expiration Date: 12/16/17 WED ••• • ••• Approval Date: 12/06/12 • • • .••.• • • Page 4 of 6 . . . . . . . . • ••• •• ••• • • • •• •• • 0 ••• • • Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Van uard Roll Roof Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Vanguard Roll Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61 3M 2-Component Foam Roof Tile Adhesive AH-160 45.5 3 Larne paddy placement of 54 rams of 3M 2-Component Foam Roof Tile Adhesive AH-160. 4 Medium paddy placement of 24 rams of 3M 2-Component Foam Roof Tile Adhesive AH-160. Table 8: Attachment Resistance Expressed as a Moment- Mf..(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Vanguard Roll Roof Tile Mortar Set5 20.60 5 Tile-Tite Roof Tile Mortar. 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". VANGUARD ROLL BORAL ROOFINq bLC-YAr4j AAp jtg"OOF TILE(POMPANO BEACH,FL.) •+ (WC.41EQ QN'•fjSDW11DE OF TELE) •• ••• •• • • • •• •• •••• • ••• ••• ••• ••• •• • • •• • • • •• • • so 00 0 NOA No.: 12-0904.06 MIAMbDADE COUNTY Expiration Date: 12/16/17 ••• • • • • ++• • • Approval Date: 12/06/12 • • • • ++ • • • Page 5 of 6 • • • •• • • • • • • •• •• ••• •••• ••• •• ••• • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 11" 1-1/4" 16-1/2" 13" VANGUARD ROLL ROOF TILE(POMPANO BEACH,FL.) END OF THIS ACCEPTANCE .. •.. . . • . . •• • .. . . . . . . . . . . . . . .. ... .. . . . .. •.. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. . . 0 006 .. . .. . .. NOA No.: 12-0904.06 MIAht4DADE cOINVTY Expiration Date: 12/16/17 ••• 0:0 Approval Date: 12/06/12 • ••• • Page 6 of 6 • • • • • • • • • • ! f , MIAMI, MIAMI-DADS COUNTY PRODUCT CONTROL SECTION • DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORI A411RS(PRRA) 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.cov/vera Bermuda Roof Co.,Inc. : 10709 SF Flotilla Court , Hobe Sound,FL.33455 SCOPE: 111LL511f > 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 desi ed:to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Buil 1. DESCRIPTION: Lightweight Roof Tile Mortar LABELING: Each unit shall bear a permanent label with the trtanufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved", ". est.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal `"htibil has been filed and there has been no change in the applicable building code negatively affecting thencd cif this product. TERMINATION of this NOA will occur after the expiration dtite 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# 11-0816.05 and consists Qf pages:l • u �: •• 'O The submitted documentation was reviewed by Ale*•Tigers; ; •, • •• �0 , NOA No.: 11-0988.09 >? •• • • •• •. . ;•' .. ;F ••• .'g, • Expiration Date: 0!/20/16 . • . ,.. • ' •• . •• p } tt; Approval Date: 12/29/11 Page 1 of 8 . ... . . . . . . . . . . . .. .. . . . .. .. ROOFING COMPONENT APPROVAL: Categroa:. Roofing Sub-Category; Roof Tile Adhesives M ori l• Cement SCOPE: This renews "Tile-Tits" Roof Tile Mortar, as manufaLu -by Bermuda Roof Company, Inc. as described in this Notice of Acceptance, and designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by An I»icant Dimensions 3 Product • X7.1 :.•:�.'A: "Tile Tite"Roof Tile Mortar N/A. Prei t`x qtbaged roof tile mortar for used with 4-1 it in accordance with RAS 120 MANUFACTURING LOCATION: 1. Winter Springs,FL., EVIDENCE SUBMITTED: Test Affenc Test Identifielr Test Name/R.eport Na Le Center for Applied #94-084 TAS 101 04/08/94 Engineering,Inc. Florida Testing and #450225 ASTM C9 05/10/94 Engineering,Inc. Type M PRI Asphalt Technologies BRCI-001-02-01 fS ' AS 123/TAS 101 03/14106 BRCI-002-02-01 TAS 101 05/18/11 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Field uplift testing shall be performed, in compliarr a rith the test procedure set forth in RAS 106. Testing shall be performed not prior to 30.days aft :Installation. 3. "Tile-Tito" Roof Tile Mortar shall be placed In' cd `d a�vith'the'Placement Details'provided herein. Each generic tile profile requires a s e''1 ; ;Ad'e'ment, {see Placement Detail listed herein}. 4. "Tile-Tito"Roof Tile Mortar shall be applied In accordance with Bermuda Roof Specifications. 5. Tile must be applied within 5 minutes of the application of"Tile-Tite' Roof Tile Mortar. 6. Refer to RAS 120,for penetrations and terminations,as well as the'Placement Details'herein. 7. Refer to Tile manufacturer's Product Control Notice of Acceptance for system approvals. . .. . . . . ... . .. ... .. . . . .. r ••• •J `E.•`• NOA No.: 11-0908.09 MIAM•DAD C ut�mr .. . . .. . f . .. • . Expiration Date: 09/20/16 ••' ••' '•' ••' '•' Approval Date: 12/29/11 Page 2 of 8 INSTALLATION: • `:�r - A. Yield Tiles 1. "Tile-Tito" Roof Tile Mortar and its components shall be installed in strict compliance with RAS 120. 2. Placement Details: Adhesive Placement: GENERIC PROFILE: PLACEMENT DETAIL# Two piece Barrel A Spanish&Mission"S" $ Low Profile Roll C Flat D B. Hip and Ridge Tiles 1."Tile-Tito"Roof Tile Mortar may be used to install hip and ridge tiles in a full bed of mortar. 2. Placement Detail E LABELING: All bags shall be labeled in accordance with the Standard• otdttions°herein. BUILDING PERMIT REQUIREMENTS: Any documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. fi ;`R01: • 0:0NOA No.: 11-0908.09 M A PDADE COU • • • • • • • • • • • •: •: : : • Expiration Date: 09/20/16 •• •• •• Approval Date: 12/29/11 Page 3 of 8 . . . . . . . . . . . .:. . . . ... .. . .�• 7`11..! .. PLACEMENT 1DETA iL "A" . TILE & MORTAR PLACEMENT- BARREL TILE- 2 PC. 2x4 ON EDGE (WHEY REQUIRED FOR STEP ROOF PITCHES) PAN NAIL FIRST PAN HERE (WHEN ADDITIONAL NAILING,REQUIRED BY CODE) MORTAR BED FOR COVER I0"MASON TROWEL FULL OF MORTAR FASCIA BOARA NAIL COVER HERE (WHEN REQILMD) VVIiEEPHO . POINT UP METAL PAVE DRIP MORTAR BED FASCIA BO • •• • • • • ••• • • NOA No.: 11-0908.09 WMIMORECOUNTY0 • • • • •• • •• • • •• • • Expiration Date: 09/20/16 •• 0 •• 0 •• 0 Approval Date: 12/29/11 Page 4 of 8 • • • • • • • • • • 1 � PLACEMENT DETAIL"B" 90 0 MINERAL SURFACE ROOFING FELT 10" MASON TROWEL FULL OF MORTAR NAIL THROUGH PLASTIC ROOF CEMENT (WHEN ADDITIONAL NAILING IS REQUIRED BY CODE FASCIA BOARD BARGE BOARD •• ••• .•• • 006 • • • • NOA No.: 11-0908.09 MIAMI-DADS COU 11f ••ii • ••i i i • 0.: i i ••' :' ••' '•' ••' '.• Expiration Dates 09/20/16 Approval Dates 12/29/11 Page S of 8 ... . . . . ... . . . . . . . . . . • • . .. .. . • . .. .. ... . . . ... . . PLACEMENT DETAIL "C" 90#MINERAL SURFACE ROOFING FELT I NAIL THROUGH PLASTIC ROOF CEMENT(WHEN ADDITIONAL NAILING IS 10"MASON TROWEL I REQUIRED BY CODE FULL OF MORTAR I A SECURE WITH CORROSION RESISTANCE NAILS FASCIA / BARGE BOARD BOARD WHEEPHOLE POINT-UP WITH COLORED MORTAR TO MATCH TILE SURFACE (EPON)PRE-FABRICATE CLOSURE NAILED THROUGH ROLLED RAKE TILE PLASTIC ROOF CEMENT OR (SPANISH"S"CUTS) INTO APPROVED ADHESIVE SURFACE • •• • • • �. V. • •`• •:• ••+ •`f �r=�`• ••• NOANo.; 11-0908.09 •; ;• •; ;, Expiration Dates 09/20/16 •• •• •• Approval Datet 12/29/11 Page 6 of 8 ... . . . . ... . . . .. .. . • . .. .. ... . . . ..• . . PLACEMENT DETAIL"D" NOTE:MORTAR SHALL NOT REACH 1.THE HEAD OF ONE TILE INTO THE HEAD OF TILE IN PREVIOUS COURSE OR INTO UNDERLOCK OF THE UNDERLOCK SIDE OF A ADJACENT TILE. A SECOND TILE 0 3,THE UNDERSIDE OF THE • TILE BEING SET NAIL HERE THROUGH PLASTIC ROOF CEMENT (WHEN REQUIRED 10"MASON TROWEL BY CODE) FULL,OF MORTAR HEADL.AP ' 0 ~, BARGE BOARD SAWCUT HALF TILE METAL EAVE DRIP POINTED-UP MORTAR BED FASCIA BOARD THICKBUT TILE .. . . . •. a.•.vp;..!.. 31 ,r. • • • • • • • NOA No.: 11-0908.09 !A �' UNTfY •• • • •• • • • •• • • Expiration Date: 09/20/16 ' ••• i• ••• ••• .•• ••• Approval Date: 12!29/11 Page 7 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • s •• •• e PLACEMENT DETAIL"E" HIP AND RIDGETILES i i HIP/RIDGE TILE l�.J•.j iv TILE TITE MORTAR PREPARED ROOF COVERING END OF THIS AC C '` 'ANCE .. ... . . . . . .. .. ... .. . . . .. • • • • • • "s • • • NOA No.; 11-0908.09 MIAMI•D1ADH N�ffTY •• • •• • •' p :... : • . Ex iratlon Date: 09120/16 ' oil •.'' :' E ..' '.' :1 �1!Vii'. ' .. Approval Date: 12/29/11 Page 8 of 8 e . MIAMFDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www,miamidad&gov/economv CertainTeed Corporation 1400 Union Meeting Road,P.O.Boz 1100 Blue Bell,PA 19422-0761 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: CertainTeed Modified Bitumen Roofing Systems over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •••• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chaaga in the •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an enaersement ota V p{oduct, • for sales,advertising or any other purposes shall automatically terminate this NOA.Failur818.tbxnply wft>i arty sectidti••• of this NOA shall be cause for termination and removal of NOA. •'••" • .... .... . . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,hsIA4* and iolfowed by tllex iration date ma be displayed in advertisin literature. If an ortion of the NOA is , *00 then Tit-4401 be "•V000.*. P Y $ Y P �phLY,� � in its entirety. :00:6: 0 0 0 0 0000•• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its disM154fo4s and. shall be available for inspection at the job site at the request of the Building Official. 0 0.0 •• • 0000 • • • • • This NOA renews NOA#13-0204.03 and consists of pages 1 through 16. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0224.03 MAMI-DADE COUNTY Expiration Date: 06/19/18 ...� r Approval Date: 04/10/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing SulrCategory: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -60 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather/Empire Base 36"x 65'10"; ASTM D 4601 Type Asphalt coated,fiberglass reinforced Sheet Roll weight: 86 lbs. II base sheet (2 squares) UL Type 15 Flex-I-G1asTm Base Sheet 36"x 98'9";Roll ASTM D 4601,Type Modified Bitumen coated fiberglass weight:90 lbs. U base sheet. (3 squares) UL Type G2 Flex-I-G1asTm FR Base Sheet 393/8,,x 50;Roll ASTM D 6163, Modified Bitumen coated fiberglass weight:90 lbs. Grade S,Type I base sheet. (1.5 squares) Flintglas®Ply Sheet Type IV 36"x 1647";Roll ASTM D 2178 Type Fiberglass,asphalt impregnated ply or VI weight:40155 lbs. IV or VI sheet. (5 squares) UL Type G1 Flintlastic STA 393/8,,x 33;Roll ASTM D 6222, Smooth surfaced APP Modified weight:90 lbs. Grade S,Type 11 Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Flintlastic GTA,GTA-FR 393/8,,x 33'3";Roll ASTM D 6222, Granule surfaced APP Modified weight: 105 lbs. Grade G,Type II Bitumen membrane with non-woven (1 square) polyester mat reinforceme ifor torch . . .... 9999.. applicatieq,• 0000 •• Flintlastic GMS, 39 3/8'x 34'2";Roll ASTM D 6164, Granule Sih'f�eed SBS I�fodified ...... GMS Premium weight: 100/105 tbs. Grade G,Type H Bitumen.14840ane with lion-woVC4...: (1 square) polyestermat rsinforaeznenl.for map • 9999 9999 9999. applicatiQpO 0 0 0 ... .9 0 0 0• Flintlastic FR, 39 3!8'x 34'2";Roll ASTM D 6164, Fire resiMntogranule surfneed SB6•• • FR-P Premium weight: 1051bs. Grade G,Type I Modified f ft=en Memtfrane with • (1 square) non-woven polyester3nal::. 000" reinforc;pgnt for mop alicatior�.... Flintlastic FR Cap Sheet 393/8,,x 342";Roll ASTM D 6163, Fire resistant,granules. faced SBS weight:90 lbs. Grade G,Type I Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. NOA No.:14-0224.03 MIAMMDADE COUNTY Expiration Date: 06/19/18 !III ''''• '- Approval Date: 04/10/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Flintlastic FR Cap T 39-3/8"x 34'2";Roll ASTM D6163 Granule surfaced SBS Modified weight: 81 lbs. Bitumen membrane with fiberglass (1 square) mat reinforcement for torch application. Flintlastic FR Base T 39-3/8"x 33';Roll ASTM D6163 Modified Bitumen,coated fiberglass Weight: 81lbs. base sheet for torch application. (1.0 squares) Flintlastic FR Cap CoolStar 39 3/8'x 34'2";Roll ASTM D 6163 Fire resistant,granule surfaced SBS weight:90 lbs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic FR Cap T CoolStar 393/8,,x 342";Roll ASTM D 6163 Fire resistant,granule surfaced SBS weight:90 lbs. Modified Bitumen membrane with (1 square) fiberglass mat reinforcement for mop applications. Covered with reflective CoolStar Coating. Flintlastic GTA,GTA-FR 393/8,,x 33'3";Roll ASTM D 6222 Granule surfaced APP Modified CoolStar weight: 105 lbs. Bitumen membrane with non-woven (1 square) polyester mat reinforcement for torch application. Covered with reflective CoolStar Coating. Flintlastic GMS/GMS 39 3/8'x 342";Roll ASTM D 6164 Granule surfaced SBS Modified Premium CoolStar weight: 100/105 lbs. Bitumen membrane with non-woven (1 square) polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. •••• Flintlastic FR-P/FR P Premium 393/&,,x 34'2";Roll ASTM D 6164 Fire resist$nt,.ftmule suc'faced SBR•••;• Modified g9fum6nMe�r�i'le with • CoolStar weight: 105 lbs. • ... .. .. . ...... (1 square) non-woven)(a ester mat reinforce;;7V or mop gp,W kation..•••• Covered*itl 0lectivt4QQ1'Star ..... Coating. Comwod with rofleative ..:..' CoolStar Chlor g. ••! ••••;• Ultra Poly SMS 36"x 64'4" ASTM D 6164, Smooth stfaeei SBS Moatfied ... • (2 squares) Grade S,Type I Bitumen Membrane wW11d8-woven polyester bast Anforcewea t for mcV . . applications. •• • NOA No.: 14-0224.03 MIAMFD/0.DE COUNTI' Expiration Date: 06/19/18 "IMPROVED Approval Date: 04/10/14 Page 3 of 16 GlasBase"m Base Sheet 36"x 98'9";Roll ASTM D 4601 Asphalt coated,fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) PolySMS Base Sheet 393/8,,x 64'4";Roll ASTM D 4601, Modified Bitumen coated polyester weight:90 lbs. Grade S,Type H base sheet. (2 squares) UL Type G2 Yosemite®Buffer Base Sheet 36"x 32'10";Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced weight:90 lbs. ASTM D 4897 buffer sheet. (1 square) UL Type 30 Black DiamondTM Base Sheet 36"x 68'7';Roll ASTM D 1970 Self-adhering fiberglass reinforced weight: 78 lbs. modified bitumen base sheet (2 squares) APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer -- (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corporation ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC •••• APPROVED FASTENERS: •.•••' .••••• TABLE 3 ' . • • • • • Fastener Product Product ;''Manuf9ttufer """ Number Name Description Dimensions. • • ith C,_u�eht NOA••••• 1, None N/A None •••••• Izi:•- ..... •••••• ••• . •O••• 00 00 00 •..••• • • 00 0 NOA No.:14.0224.03 MIAMI•DADE COUNTY Expiration Date: 06/19/18 " Approval Date: 04/10/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Factory Mutual Research Corp. FMRC 4470 J.I.3Y8A1.AM 03/23/96 FMRC 4470 J.I.OD3A3.AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 Momentum Technologies,Inc. ASTM D 4601 AX31G8D 09/05/08 ASTM D61-64 AX31G8F 06/05/09 ASTM D6222 AX31G81G 06/05/09 ASTM D 3909/D 4897 AX3JG8C 09/05/08 TrinitylERD TAS 114(J) #3504.06.01-1 06/05/01 TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490.04.07-R1 06/27/07 TAS 114(H) Letter 04/05/06 TAS 114 353101.06 01/06/06 TAS 114 3521:07.04 07/29/04 TAS 117(B)/ASTM D 6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09:08-R4 03/25/10 ASTM D6164/134798 C31410.01.11-2 01/10/11 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D1970 C40050.09.12-2 09/28/12 ASTM 13514704798 C31410 10.10-R1 11/01/12 ASTM D5147/D4798 C31410.01.11-1-R1 11/01/12 ASTM D4798 C31410.01.11-2A-R1 02/21/13 ASTM D4798 C3141A:12.13 12/05/13 ASTM D6222 C40050.12.13 ••4ia405/13 PRI Construction Materials ASTM D6163 CTC-032-&7-91 : .'*. 2/08 •• Technologies LLC ASTM D6163 CTC-066-02rg1.. •.118/49/11 .°.":. ASTM D6164 CTC-068-0&91-- 08/09/11 . ASTM D6222 CTC-070-Ur7-8 i•• ••0"9/11 • ASTM D6164/D4798 CTC-093-02LOt* •t)R1'09/1 I ••;••• ASTM D2178 CTC-122-dt 01•: "W33/12 ASTM D2178 CTC-123-0Y1&-01&* 03/13/12 ASTM D4601 CTC-127-Cg2-0! 03113/12 •••�;� ASTM D6163 CTC-128-42-01. :•W?1/12 . ASTM D6163 CTC-1294b,41 .46111/12 ASTM D6164 CTC-132-02-01 •-461;1112 ASTM D6164 CTC-162-02-01 05/09/13 ASTM D6164 CTC-161-02-01 05/09/13 ASTM D6162 CTC-183-02-01 10/02/13 ASTM D6164 CTC-190-02-01 12/02/13 NOA No.:14-0224.03 WMMMPDADE COUNTY Expiration Date: 06/19/18 �FAMVWW—'■ Approval Date: 04/10/14 Page 5 of 16 APPROVED ASSEMBLIES: Membrane Type: APP Modified Deck Type 1I: Wood,Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet,Glas Base or Flintglas Premium Ply Sheet(Type VI)mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able 3 Density/ft' ACFoam-II,Multi-Max FA-3,ENRGY 3,FlintBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved:hot asphalt within the EVT range and at a rate of 2040 lbs./100 fe. Please refer to Roofing Application:Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of Black Diamond Base Sheet self-adhered. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-I Glas Base,Flex-1 Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheepe IV)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of apso�ved asphalt,Applied.•••. within the EVT range and at a rate of 2040 lbs./sq.or one ply of Blaek Diamond"Sheet • self-adhered or Flintlastic STA torch adhered. 6 6'6'6 • 090000 • • • Membrane: Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR or G ` PR Coo1St'�a��'torch •••' adhered to base or ply sheet. ' ..•... •.. . •...• •. .• .. .....• Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be Mated urithin a current NOA. .' 9 0 • Install one of the following: 0 0.0;0 •••••• 1. 400-Ib./sq.gravel or 300-1b./sq.slag in a:'logd goat of approved •9�; mopping asphalt at an application rate of al?lb.Isq. 600:66 ' 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,Ffi&Oat A- 150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 '/gal./sq. Maximum Design -52.5 psf(See General Limitation#7) Pressure: NOA No.:14-0224.03 MIAMMADE COUNTYM Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 6 of 16 Membrane: One ply of Flintlastic GMS,Flintlastic GMS CoolStar,Flintlastic Premium GMS,Flintlastic Premium GMS CoolStar, Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR- P, RP,Flintlastic Premium FR-P CoolStar,Flintlastic FR Cap sheet,Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 401bs./sq.or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 400-1b./sq.gravel or 3004b./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 '/2 gal./sq. Maximum Design Pressure: -52.5 psf(See General Limitation#7) J ••66 • • 6666 6606•6 •• • 6666 • • 6 • 4 0.0.00 •• 0 0.0000 • 000000 • 4 • 6666 6666 •640••4 • • • • • 6666 ••06 0004• •4.6•• 060 • 60.60 •••4.•• •6 •• 4•••64 • 6• 0 • • • 0 • • • • 04.06• •6.4.6 • • • • 00 0 6000 60600: • 6 • NOA No.: 14-0224.03 M�AMFDADECOUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 8 of 16 Membrane Type: APP Modified Deck Type 1I: Wood,Insulated Deck Description: Minimum 19/32"thick plywood attached using approved nails spaced 4"o.c.at wood joists spaced maximum 24"o.c. System Type A(3): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet,iGlasBase or Flintglas Premium Ply Sheet(Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with I 1 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' ACFoom-II,Multi-Mag FA-3,ENRGY 3,FliutBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base'layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. 0000 . . 0000 0000.. Base: One ply of Black Diamond Base Sheet self-adhered. 00•• • 0000.. .. . 0000.. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Polym,lGlas Base,Flex I Base,Flex I Glas FR Base or Poly SMS base or one or more plies tf .*rtglas Aly§Beet(Tyke 1V)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mgppUg,pf ap1V9yed asphalt,,;• • applied within the EVT range and at a rate of 20401bs./sq.or one AaBlack Didwbnd Bgw. . Sheet self-adhered or Flintlastic STA torch adhered. •••• • 0000.. Membrane: Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR orrjTA'--FR CoblStar torch ;,�• �; adhered to base or ply sheet. 0 0 0• • Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 4004b./sq.gravel or 300-ib./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,F1intCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 1/z gal./sq. Maximum Design Pressure: -60 psf.(See General Limitation#7) NOA No.: 14-0224.03 MIAMMADECOUNWM Expiration Date: 06/19/18 311 Approval Date: 04/10/14 Page 9 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood,Insulated Deck Description: Minimum 19/32"thick plywood attached using approved nails spaced 4"o.c.at wood joists spaced maximum 24"o.c. System Type A(4): Anchor sheet mechanically fastened;all layer of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of All Weather/Empire Base Sheet,G1asBase or Flintglas Premium Ply Sheet(Type VI) mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with I 1 ga.annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. One or more layers of any of the following insulations. Insulation Laver Insulation Fasteners Fastener able:'3 Densitv/ft2 ACFoam-II,ENRGY 3,ENRGY 3 25 PSI,F1intBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Approved Perlite Minimum V thick N/A N/A Approved High Density Wood Fiberboard Minimum%'1 thick N/A 960000 N/A 6009 060.90 • DensDeck,DensDeck Prime .. 6 Minimum'/a"thick N/A '••;•• •• •N/A..9... Note: All insulation shall be adhered to the anchor sheet in full mopping of approved Vousphalt W Ibb the • EVT range and at a rate of 2040 lbs./100 fe. Please refer to Roofing Application;_Sgnd� d'RA 'M for e': insulation attachment. Insulation listed as base layer only shall be used only as basg Jit%A with a second laeyt3F of approved top layer insulation installed as the final membrane substrate. CompostUAlsulation pJinels may b6•e6•• used as a top layer placed with the polyisocyanurate side facing down. ..+.•. 6666.. 9 9 Base Sheet: One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas"ase&,Flex J{ikp Base, I Glas FR Base or Poly SMS base adhered in a full mopping of approved aspha?t'applied within the EVT range and at a rate of 20-40 lbs./sq Ply Sheet: (Optional)One or more plies of Flintglas Ply Sheet(Type Iv)or Flintglas Premium Ply Sheet (Type VI)adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or one ply of Black Diamond Base Sheet(for use with a torched cap sheet only)self-adhered. NOA No.:14-0224.03 Muvhamwe CouNrr Expiration Date: 06/19/18 • Approval Date: 04/10/14 Page 10 of 16 Membrane: One ply of Flintlastic GMS,Flintlastic GMS CoolStar,Flintlastic Premium GMS,Flintlastic Premium GMS CoolStar, Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR- P,Flintlastic Premium FR-P CoolStar,Flintlastic FR Cap sheet,Flintlastic FR Cap Sheet CoolStar adhered to base/ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq.or Flintlastic FR Cap T or Flintlastic FR Cap T CoolStar torch adhered to base/ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 400-1b./sq.gravel or 300-1b./sq,slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 '/z gal./sq. Maximum Design Pressure: -60 psf.(See General Limitation#7) 0000 0000 0000.. .. 0000 00 0000.. 00 0 0000% 0000.. 0000.. 0000 0000 . . 00 0000 0 0000 00000 ..000 ... 0 00000 .. .. 00 000000 0000.. 0 0 . . . . 000000 0000.. . 0000.. 00 0 0000 0 0 . . NOA No.: 14-0224.03 MIAMNDADE COUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 11 of 16 Membrane Type: APP Modified Deck Type 1I: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet,Glas Base or Flintglas Premium Ply Sheet(Type VI)mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with I 1 ga.annular ring shank nails and approved tin caps 811o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-I Glas Base,Flex-I Glas FR Base or Poly SMS or one or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or one ply of Black Diamond Base Sheet self-adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 400-1b./sq.gravel or 300-Ib./sq.slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,F1intCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 %gal./sq Maximum Design Pressure: -52.5 psf. (See General Limitation#7� 0000 . . 0000 0000.. .. 0000 0000.. .• 0000.. 0000.. 0000.. 0000 0000 . . • • • 0000 0000 •0.00 00006• 000 • 00966 •• •• 000 •••0•• • 0000•• • • • • • •0000• •0.0•• • • • •0000• 0 *Goo • • NOA No.:14-0224.03 Mu►rlNogoe CouNrr Expiration Date: 06/19/18 PROVED Approval,Hetet 0410114 Page 12 of 16 Membrane Type: SBS Modified Deck Type 1I: Wood,Non-Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet,Glas Base or Flintglas Premium Ply Sheet(Type VI)mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-I Glas Base,Flex-I Glas FR Base or Poly SMS or one or more plies ofFlintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or one ply of Black Diamond Base Sheet self-adhered or Flintlastic STA torch adhered. Membrane: One ply of Flintlastic GMS,Flintlastic GMS CoolStar,Flintlastic Premium GMS,Flintlastic Premium GMS CoolStar,Flintlastic FR-P,Flintlastic FR-P CoolStar,Flintlastic Premium FR-P, Flintlastic Premium FR-P CoolStar,Flintlastic FR Cap Sheet,Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbs./sq.or Flintlastic FR Cap T or Flintlastic FR Cap T Coolstar torch adhered to ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 400-1b./sq.gravel or 300-1b./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 1Z gal./sq . 0000 . . 0000 0000.. Maximum Design 0000.. Pressure: -52.5 psf. (See General Limitation#7) 000000 0000.. 0000 •..s . . 0000 0000 00... 0000.. .., ....0 •• •. 00 0000.. •+...• so 0 e0s 0 • NOA No.. 14-0224.03 MIAMPOgne couN nr Expiration Date: 06/19/18 Approval Date: 04/10/14 Page 13 of 16 . 6 Membrane Type: APP Modified Deck Type 1I: Wood,Non-Insulated Deck Description: Minimum 19/32"thick plywood attached using approved nails spaced 4"o.c.at wood joists spaced maximum 24"o.c System Type E(3): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of All Weather/Empire Base Sheet,G1asBase or Flintglas Premium Ply Sheet(Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o-c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-I Glas Base,Flex-I Glas FR Base or Poly SMS or one or more Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or one ply of Black Diamond Base Sheet self-adhered or Flintlastic STA torch adhered. Membrane: Flintlastic GTA,Flintlastic GTA CoolStar,Flintlastic GTA-FR or GTA-FR CoolStar torch adhered to base/ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 400-1b./sq.gravel or 300-1b./sq.slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq. 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,FlintCoat A-150,APOC#212 Fibrated Aluminum Roof Coating at an application rate of 1 1/2 gal./sq Maximum Design Pressure: -60 psf.(See General Limitation#7) 0000 0 0 . . .... 0000.. . • .. 0000 • 0 0 . • 0000.. •. . 0000.. 0000.. .0.... 0000 0000 • 000000 0000 00006 09.00. 00.0 9 0000. . .. .. .. 0000.. . . • . . . . 000000 0000.. .. 0000.. .. . 0090 0 . so 0 NOA No.:14-0224.03 MIAMNpADE COUNTY Expiration Date: 06/19/18 Approval Date: 04/10/14 � ' ' Page 14 of 16 Membrane Type; SSS Modified Deck Type II: Wood,Non-Insulated Deck Description: Minimum 19/32"thick plywood attached using approved nails spaced 4"o.c.at wood joists spaced maximum 24"o.c System Type E(4): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One 1 of All Weather/Empire Base Sheet,Gly asBase or Flintglas Premium Ply Sheet(Type VI) mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga.annular ring shank nails and approved tin caps 8"o.c.in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: (Optional)One ply of All Weather/Empire Base Sheet,Ultra Poly SMS,Glas Base,Flex-I Glas Base,Flex-I Glas FR Base or Poly SMS or ongor more pliesLoFlint�las Ply Sheet(Tyke IV)or Flintglas Premium Ply Sheet('Type VI)adhered in a full moppin of a roved asphalt a lied within the EVT range and at a rate of 20 or one'ply of Black Diamon Base Sheet se -a ere orc ere . Membrane: One fly of Flintlastic GMS,Flintlastic GMS CoolStar,Flintlastic Premium GMS,Flintlastic Premium GMS CoolStar, oolSt Flintlastic FR-P,Flintlastic FRP CoolStar,Flintlastic Premium FR-P, Flintlastic Premium FR- artlastic FR Cap Sheet;Flintlastic FR Cap Sheet CoolStar adhered to ply sheet with approved mopin asphalt applied within the EVT range and at a rate of o s. sq.or astir R Cap T or Flintlastic FR Cap oo Star torch adhered to ply sheet. Surfacing: (Optional)Any coating,listed below,used as a surfacing,must be listed within a current NOA. Install one of the following: 1. 4004b./sq.gravel or 300-1b./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq. .• • 2. Karnak(#97 AF)Fibrated Aluminum Roof Coating,Fli4tCQ ft.A-150,*AP0C#212• Fibrated Aluminum Roof Coating at an application rate of 1 !I-dal*/sq •*0:•• • Maximum Design 000000 •••• Pressure: -60 psf.(See General Limitation#7) 0000 •••• ••;••. ...... ..• . ..... .. .. .. ...... . . . . ...... ....% NOA No.:14-0224.03 MIAMFDADE COUNTY Expiration Date: 06/19/18 "15PPROVED Approval Date: 04/10/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lb£,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida'registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 0 000 • 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs sh�J;gnform to0,`0 Roofing Application Standard RAS 111 and applicable wind load requirements. 0•• 00 0 0 0 0000:. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressiVoo-4 es(i.e.field, 0 • 0000.. perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted£os enhanced fastening at • enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitetion is speeit3cally••;•• . referred within this NOA,General Limitation#7 will not be applicable.) 0000.. ...0 . 00000 10. All products listed herein shall have a quality assurance audit in accordance with the Fib U&Building Goode anti 0 0 0:• Rule 61G20-3 of the Florida Administrative Code. ' . . . 0000.• END OF THIS ACCEPTANCE .""' ' . . 0000.. .. . 0000 . • NOA No.: 14-0224.03 Mu MMADe COUNTY Expiration Date: 06/19/18 1U Appavn#Patet 0411Q/14 Page 16 of 16 09✓1642013.12:00 FAX 3057518579 raj 0001/0002 TGFU.R11656 -Roofing Systems Pagel of 2 Class A-Fully Adhesed In lieu of any membrane or membrane/surfacing shown below,"Flintlastic Ultra Poly SMS",covered with gravel,may be utilized. 1.Dock.NC Incline:1 Vapor Retarder(Optional):—Type G2"Glasbase"base sheet or UL Ctasslned vapor retarder. Insulation(Optional):—One or more layers or combination of the following: UltraGard Premier,polylsocyanu rate,periite,glass fiber or wood fiber insulation. Base Sheet:—One layer Type G2"Glasbase"base sheet. Membrane:—One layer"Fllntlastic GTA(-3/4 sq or-1 sq),GTS"(modified bitumen),heat fused or"Flintlastic GMS",hot mopped. Surfacing:—APOC"No.212 Fibrated Aluminum",at 1-1/2 gal. 100 sq/ft. 2.Deck:NC Incline:3/4 Vapor Retarder(Optional):—Type G2"Glasbase"base sheet or UL Classified vapor retarder. Insulation (Optional):—One or more layers or combination of the following:Ultragard Premier,polytsocyanurate,perlite,glass fiber or wood fiber insulation. Base Sheet:—One layer of Type G2"Glasbase"base sheet. Membrane:—One layer of"Flintiastic STA(modified bitumen),heat fused. Surfacing:—Karnak"No.97 Fibrated Aluminum",at 1-1/2 gal.per 100 sq/ft. 3.Deck:C-15/32 Incline: 1/2 Insulation(Optional):—.Schutter International"UltraGard Premier",Polylsocyanurate,wood fiberboard,perlite,fiberglass,isocyanurate, any thickness. Base Sheet:—One or more plies of"Glasbase",hot mopped or mechanically fastened. Membrane:—One ply of"Flintlasttc FR"(modified bitumen),hot mopped in place. 4. Deck:NC Incline: 1/2 Insulation:—Polylsocyanurate,glass fiber,perlite,wood fiber,hot mopped or mechanically fastened,any thickness. Base Sheet:—Type G2,mechanically fastened or hot mopped. Membrane:—"Flintiastic GTA or STA",heat fused. Surfacing:—Henry Co."Henry 520 Aluminum",applied at 1-1/2 gal/sq. 5.Deck:NC Incline:1/4 Insulation(Optional):--Glass fiber,perlite or wood fiber board. Ply Sheet:—Type G2,mechanically fastened. Membrane:—"Flintlasttc STA","Fitntiastic STA Plus","GTA","GTA Black Diamond"or"GTA White Diamond",heat fused. Surfacing:—Karnak Chemical Corp."Karnak No.97", 1 gal/sq. 6.Deck:NC Incline: 1 • •�" Insulation:—Polylsocyanurate,glass fiber,pertlte,wood fiber,mechanically fastened or adhered wl j fgpfing aspbalt,asy thickn0ae•• Base Sheet:—Type G2,mechanically fastened or adhered with hot roofing asphalt. • Membrane:—"Fiintiastic GMS","GMS Premium",adhered with hot roofing asphalt. 060690 • ;�.•• Surfacing:—Karnak Chemical Corp."Karnak No.97 Fibrated Aluminum Asphalt Roof Coating",2-1/2 gai/aq. •••• :**a*:• 7.Deck:C-15/32* Inclines 1 •••••• 069 • ••••• 002110 ••i •••••• „� • *All joints blocked with 2x4's. •••••• • • Insulation.—Glass fiber,perlite,3/4 in.min,joints in insulation must be offset 6 in.from joints In duck,rpl(panicaliT fastened. :*see: Base Sheet:—Type G2,mechanically fastened or adhered with hot roofing asphalt ••, • 90:•• • • Membrane:—"Flintlastic GMS",adhered with hot roofing asphalt. • • i Surfacing:—Karnak Chemical Corp."Karnak No.97 Fibrated Aluminum Asphalt Roof Coating",2-1J2 gal/sq. •• • B. Deck: NC Incline: 1/2 Insulation:—Polyisocyanurate,glass fiber, perlite,wood fiber,mechanically fastened or adhered with hot roofing asphalt,any thickness. Base Sheet:—Type G2,mechanically fastened or adhered with hot roofing asphalt Membrane:—"Flintlasttc STA","Flintlasttc STA Plus","GTA","GTA Black Diamond"or"GTA White Diamond",heat fused in place. Surfacing:--Karnak Chemical Corp."Karnak No.97 Fibrated Aluminum Asphalt Roof Coating",3 gal/sq. 9.Deck:NC incline; i http://database.ul.corn/cgi-bin/XY V/template/LISEX"T/1FR.A.ME/showvaRe.html?name=T... 9/16/2011 M101.9913 -12:01 FAX 3057518579 @0002/0002 TGFU.R11656 -Roofing Systems Page 2 of 2 Insulation(Optional):—Perlite,glass fiber,polyurethane,isocyanurate,phenolic combination isocyanurate/parlite,polyurethane/perlite or wood fiber,any thickness,hot mopped or nailed. Membrane:—"Flintlastic STA","GTA","GTA Black Diamond","Flintlastic GTA White Diamond","GMS","GMS-5M","GMS Double Coverage"or"GMS Premium",heat fused or hot mopped in place. Surfacing:—Grundy Industries,Inc."al MB Aluminum Roof Coating"at 1-2 gal/sq. 10.Deck:C-15/32 Incline:1/4 Insulation(Optional):--Any thickness polyisocyanurate,glass fiber or perllte,mechanically fastened,joints In insulation must be offset 6 in.from joints in deck. Base Sheet:--Type G2 base/ply sheet,mechanically fastened or hot mopped. Ply Sheet:—Type G2 base/ply sheet,mechanically fastened or hot mopped. Membrane:—"Flintlastic STA","Flintlastic STA Plus","GTA White Diamond"or"GTA Black Diamond". Surfacing:—Grundy's"al MB Aluminum Roof Coating"at 1 to 2 gai/sq. 11. Deck:NC Incline: 1/2 insulation(Optional):—�PQlylsocyanurate,glass fiber,perlite,wood fiber,any combination,any thickness,mechanically fastened. Base She��intlastic Base 20",mechanically fastened or adhered with hot roofing asphalt. --"Flintlastic FR-P","Flintlastic Premium FR-P","Flintlastic FR-Dual Cap"or"Flintlastic FR Cap 30",adhered with hot roofing asphalt. 12.Deck:C-15/32* Incline: 1/2 *All joints in deck blocked with 415. Insulation(Optional):—Polyisocyanurate,glass fiber,periite,any combination',any thickness,mechanically fastened. Base Sheet:—Type G-2,mechanically fastened or adhered with hot roofing asphalt. Membrane:—"Flintlastic FR-P","Flintlastic Premium FR-P","Fllntlastic FR-Dual Cap"or"Flintlastic FR Cap 30",adhered with hot roofing asphalt. •••••• •• • •••••• • •••• •••• • • •••• •••• ••••• • http://database.ul.com/cgi-bin/XYV/templatell,ISEXT/IFRAME/showt)aize.html?name=T... 9/16/9.011 *00 :000: . . . :000: . N IAMI. MIAMI-DARE COUNTY 000 000 •0 ••• • f RODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGUTA-FQRJ0V PA4L",PIMA)* :0. 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION • • moo • • • • • • Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) •• , , , •• ••. •• www.miamidade.sov/vera Lomanco,Inc. • 000 • • • • •• • 2101 West main Street .. • • •. . . . .• • • ... .. Jacksonville,AR 72076 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-12,BEB-12,BIB-12TR,BEB-12TR Whirlybirds 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# 11-0802.11 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0822.05 ae1, Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 1 of 7 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ROOFING SYSTEM APPROVAL . .. . . . Cateeory Roofing • • .. •• . . . . . Sub-Category: Ventilation :0. . •. • •. ..• Material: Aluminum 0 0 • • 000 • TRADE NAMES OF PRODUCTS MANUFACTURED 0R LABTLFJ?J3Y..APPLICANT: • ••• • • Test •; ; ; ; 0 :• V Product• Product Dimensions Snecifieatiod ' • •• ••• •0 De ription BIB-12 WhirlyBird® 12"wide at base 17- TAS 100(A) Turbine ventilation system,internally 1/8"high braced,for shingle installation. Vanes 0.0175"thick Elbo 0.0305"thick Base 0.025"thick BIB-12TR 12"wide at base 20-1/2" TAS 100(A) Turbine ventilation system,internally Whirlybird® high braced, for tile intallation. Vanes 0.0175"thick Elbo 0.0305"thick Base 0.025"thick BEB-12 12"wide at base 17- TAS 100(A) Turbine ventilation system,externally WhirlyBird® 1/8"high braced,for shingle installation. Vanes 0.0175"thick Elbo 0.0305"thick Base 0.025"thick BEB-12TR 12"wide at base 20-%2" TAS 100(A) Turbine ventilation system, externally Whirlybird® high braced, for tile intallation. Vanes 0.0175"thick Elbo 0.0305"thick Base 0.025"thick Turbine Cap 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 Manufacturer Asphalt Roof ASTM D 4586 Asbestos-free,asphalt based roof generic Cement cement. Asphalt Primer ASTM D 41 Asphalt Primer generic Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic #12 x 1'/a" shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw generic #10 x'/2" NOA No.:11-0822.05 COUNTY Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 2 of 7 r . . ... . . . ... .. . . . .. .. . :0 . . . . . . . . . . . ... . . . . ... . . . . ... MANUFACTURING LOCATION: 1. Jacksonville AR 000 000 ••• .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . EVIDENCE SUBMITTED: • • ••• • Test Agency Test Identifier ••Descri tion ••• •• Date . ... . . . . .. . Center for Applied MDC-117 .TAS 1bfE(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 aMIAMMADE COUNTY NOA No.: 11-0822.05 ... Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 3 of 7 .. .. . . . % .. . . . . . . . . . . . . . ... . . . . ... APPROVED APPLICATIONS . .. . ... . .. Trade name: BIB-12 WhirlyBird®,BF33�2:V�;hirl% BtcW ... System Type A: Mechanical attachment of turbine vent over composition shingles. Cutout: At chosen location (see Locnanso; iaisMMUoU foryroper placement) and centered between two roof ra#etos,: j $ 1p.Od;ametei-�hole through shingles and sheathing boards. SeAr arau$d fop%n*d WO 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 roofing 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 W from edge of base per detail drawing "Base". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 1/2". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles '/z" 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 CMA �o�CouHr�r Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 4 of 7 00 0 0 0 0 . . . . . . . . . . • • • •00 . . . APPROVED APPLICATIONS (CONTINUED) ifiB •• • •00 • •• Trade name: BIB-12TR Whirlybird®, KTR Mlyfiird(e: ... System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location(see LonlancdWi4t44ic0n$fpr proper placement)and centered between two rafter,eui a 1I'aia*nata�holethoo 00rough sheathing boards. Installation: After application of 30 lb. 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 W 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 roofing 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 MIAMb TZ, COUNTY Me Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 5 of 7 •• .. . • . .. .. . • . . • . • • . • • • ••• • • • • . • • • • • • • . ••• • • • • ••• LIMITATIONS: 9 0 . . .. . . . . . . .• 1. Refer to applicable building codes for requ%ed oentilat4ga. 2. BIB-12, BEB-12 Whirlybird® turbine roof ypnPlitorgs shall be istalled over composition shingles roofs only. . ... .. • . . . . . 3. BIB-12, BEB-12, BIB-12TR, BEB-12TR, yVhirlybird(k tuibme rood`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 RO-187 Ro.187 5.77 R12. 0 20.000 0.500 o R11.000 0.125 THRU (3 EOUAL SPACES) I 5.774 12'0"0" I o � o 5 0 801 10M o 1.2.679 2.679 060 20.000 BASE NOA No.: 11-0822.05 Mt 1D:C &]; OUNTY mlj Expiration Date: 08/16/16 Approval Date: 12/15/11 Page 6 of 7 •• •• • • • •• •• • . • . . . . • • DETAIL DRAWINGS(CONVD) • . . ... .. • • •• • : 1 •' • '. :. • . • . • • • • • • • ••• • to • •• • • • • • • •• •• + + . +1 ® +1 i e o o a o +' BIB-12,BM12TR r 4w +1 i e� + 1 0 4 0 o 0 0 0 0 0 0 0 0 BEB-12,BEB-12TR END OF THIS ACCEPTANCE NOA No.: 11-0822.05 Mu►Mana��cou'I m Expiration Date: 08/16/16 APPRApproval Date: 12/15/11 Page 7 of 7