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RF-16-3193 " L edera Phone 954-784-2941 800-848-1919 &TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.Com Dated: Wednesday, February 01, 2017 Order Number 17-PBR-129 Paul Bange Roofing 7000 SW 21 st Place Davie, Florida 33317 RE: TAS-106 Tile Uplift Test Propose sulk Residence /V PermitA RFA1-16-3 9906 NE 4th Avenue oad Miami Shores, FL 33138 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on January 31, 2017 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Barrel Clay Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 88 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 - 14 Corner See Attached Diagram 35± 5 Pounds Passed 15-54 Perimeter See Attached Diagram 35± 5 Pounds Passed 55-74 Field See Attached Diagram 35± 5 Pounds Passed 75-88 Hip/Ride I See Attached Diagram 35± 5 Pounds Passed All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Kelth LeBlanc,'P.E. Federal Engineering&'resting, Inc` Florida Reg. No. 59394 -- Certffic`ate of Aute iorization•#5471 Miami-Dade County Certification#16-0203.07 • MIAW ADE Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation �f1 1 N _ I fa I ZI 3 f! r; 47 !q s — I � $ n 49 i t' s J �!Q i a=0.1 (w)= 0.1(64')=6.4' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions= 6.0' Corner Area: 504 S.F. = 14 tests Perimeter Area: 1260 S.F. = 40 tests Field Area: 2236 S.F. = 20 tests Ridge Caps: 263 = 14 tests *All dimensions are approximate" Total Tests Performed. = 88 Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing Project: Proposed Roof: Paulk Residence Test: TAS-106 Tile Uplift Test Project Address: 9906 NE 4th Avenue Road (Test location sketch is not to scale) Miami Shores, FL 33138 Job Address Cl O/to to N C y0,1 1)_L Permit#RF-1/-l ,�IC13 .Complete the re-nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing Affidavit I am a Florida Professional Engineer, Registers Architect, Licensed General Contractor, Building Contractor, Residential ContractorRoofing Contractor or Person certified in the structural discipline under FS468. I hereby certify that the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d roun d ring shank c@ 6"o.c. max.) Zg C tfi Signatu Date C� U Print -- Print Certifier's Name I cribed before me this _day ofe 2�,,,�tw. 20 ersonally kno o me or or produced ID ► Notary public State of Florida i s Yvette Borromeo N ary Pub �Sta�teort a'signature) Ii My Commission FF 974520 �i'aFpo Expiros03/2312020 T= e e Secondary Water Barrier affidavit an provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit lam a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary Public, State of Florida(signature) I Permit NO. RF-11-16-3193 �yuO1s°,i Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE Per I Worts Classification:Tile/Flat Miami Shores,FL 331380000 Permit Status:APPROVED Phone: (305)795-2204 'to I'D Issue Date: 11/2812016 Expiration: 05/27/2017 Project Address Parcel Number Applicant 9906 NE 4 Avenue Road 1132060170420 Miami Shores, FL Block: Lot: KATHRYN ANNE MOORE PAULF Owner Information Address Phone Cell KATHRYN ANNE MOORE PAULK 9906 NE 4 AVE RD MIAMI SHORES FL 33138-2440 Contractor(s) Phone Cell Phone Valuation: $ 39,324.00 PAUL BANGE ROOFING, INC. (954)981-7663 _. .... �.._m..._ __... .. .._,....,w� _ Total Sq Feet: 4138 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF-TILE AND FLAT Inspection Type: Classification:Residential Scanning:4 Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-11-16-62150 CCF $24.00 DBPR Fee $5.25 11/22/2016 Check#:3556 $50.00 $886.50 DCA Fee $5.25 11/28/2016 Check#:3564 $886.50 $0.00 Education Surcharge $8.00 Bond#:3265 Permit Fee'-New Roof $350.00 Scanning Fee $12.00 Technology Fee $32.00 Total: $936.50 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 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. F thermore, I authorize t above-named contractor to do the work stated. M 0111,67' November 28, 2016 rize Signature:Owner / Applica / Contractor / Agent Date Building Department Copy November 28,2016 1 Miami Shores Villa a RECEIVED g �`- • Building Department OV 22 1016 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 20 BUILDING Master Permit No. b 3 PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:OQ O(.a W C Ld NU L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1 l-�,;tOlo-O(-'[ - ©LI 2.0 Is the Building Historically Designated:Yes NO X Occupancy Type: 3F Load: Construction Type:Reyvn( Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):V-6jhr\1 n 14n n 2,moon!�CLOI k Phone#:n-159 -- 142-952 Address:aG 0(,P N e y PCU L City: M'a1ryl i S�)e ve S State: v.. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: + ul ( (2)Q'V1 Cam � ,..�� Phone#4 9e l -1 lv 1-t 3 Address: 7WO 1(J.-) 2)Pti�G(a., City:. DA-U 1^ State: Zip: Qualifier Name: 0-,j �c.�w�t.-?, �ti' �.� Phone#: State Certification or Registration#: �'C' ).f,5 (o G l Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: 6 Z7 Value of Work for this Permit:$ ,�q � 3�.�-� Square/Linear Footage of Work: -z l k Type of Work: ❑ Addition /VN Alteration ❑ New F] Repair/Replace ❑ Demolition Description of Work: 1Ze- [c � 1 2 d- 1-1 Ck - Specify color of color thru tile: Pilo r 1 ij r—A Submittal Fee$ Permit Fee$ SS� CCF$ o` W CO/CC$ Scanning Fee$ � G Radon Fee$ DBP^R$ Notary$ 0 Technology Fee$ --y • (On TrainingJEducation Fee$ U 11 Double Fee$ Structural Reviews$ Bond$, 00 TOTAL FEE NOW DUE$ 3 • (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. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Tcx�Signature OWNER or AGENT CONTRACTOR The foregoing instrument was cknowledged before me this The foregoing instrument was ackn wledged before me this day of 0�.11Li by day of 20 by i1, '_ YT�/�� "lfperfiSal�y known to ?�G'I.d � �wJ who i ersonally know to me or who has produced �1 D 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: Sign: Print: Print: n"'4rhh� Seal: .P Seal: 'OP P(, Notary Public State of Florida o,�` o� Notary Public State of Florida :° �� Yvette Borromeo ?� Yvette BOrrOmeO My Commission FF 974520 o` My Commission FF 974520rl Expires 0312312020 o°vndp Expires 03!23;2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) `SNtNQ oREs6rt Miami Shores Village ••ss Building Department o,� 10050 N.E.2nd Avenue �LoRI Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:kA4 Vy Ry�h t I�logce, Property Address:�n 0(0 6 y-11I NV Roofing Permit Number: Dear Building Official: I . 114 �epat,111 certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) a4 . 2t4xk Signature Prin Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ;' W ,%-s-)day of =03!23/2020 c State of Floridaomeoion FF 974520Notary Public, Sate of Florida at Large 4. 3/2020 • When the just valuation of the structure for purpose of ad valorem equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 7000 SW 215t PLACE 1�G I7` "'y'Pa �pa"s STATE CERT.CC C033691 DAVIE,FL 33317 LICENSED AND INSURED N. BROW:(954)588-ROOF(7663) S. BROW:(954)981-ROOF(7663) Roo. * -1e Fax: (954)964-ROOF(7663) JKe• 0 er ea Care Club Proposal PROPOSAL SUBMITTED TO DATE 02/03/2016 PHONE: (305)495-2745 (mobile) NAME AnnePaulk 1013 NAME Paulk Ann contact: Michael Rush 1-954-732-0604 STREET 9906 NE 4th avenue road STREET 9906 NE 4th avenue road c'TY Miami I STATE Florida z'P 33138 c'Tv Miami STATE Florida Z'P 33138 We hereby submit specification and estimate for PREP.WORK FIBERGLASS MODIFIED [X] Remove existing roof to a clean workable [X] Install 751b. base sheet as per code. surface and dispose of debris. [X] Install two piles of ply IV fiberglass felt. [X] Replace rotten sheathing at$4.00 per linear [X] Install \AWkt� 3x3 in.eave drip metal. foot(plywood by sq.ft.) 100' Included. [X] Install mineral surface Fiberglass cap sheet. Any Fascia replacement$6.00 per foot. Any Soffit replacement$7.00 per foot. TILE [X] Install new lead flashing to all plumbing vent [X] Install 301b. premium base sheet. stacks. [X] Install \AN\-AG 3x3 in. eave drip metal. [X] Install new 26 gauge 16"galvanized metal to [X] Install Tile un erlayment. all valleys and tie-ins. [X] Install .Sa0tZt sPan;:F4 '5" set in Large foam. [X] Not Exposed [X] Tile Color: 444 C at -TSN T [X]Type of roof to be removed Clay tile. \ op-koh: 1 Kxhwtr_ 4,o//�1 -Eo kal( conocc.+, ovt A44 Price Includes: Permit,Taxes, Engineering, Dump fees, Rodent screens on stacks and vents paint to match. Clay Barrel Tile:$40,698.00 Clay Tile: $39,324.00 , Concrete Tile:$29,014.00 Roof qualifies for a Life Time Warranty with active Overhead Care Club membership$39.95 a month. —rWfe hereby propose to furnish labor and _ malteri`als complete in accordance with the above specifications for the sum of l hrl 4 m yle *AcLts,.o8 kAAV_e__ vtunciIrea dokkgr7 00 dollars( 3%3a Y.oo) Irl vs eod blll Method of Payment: to be made as follows: No Deposit:60%at start, 30%Tile load, Cash, Check,Credit Card (No Amex.) A a s% icy c64rpe all osolu 4y 71/cmJ1 c, ,dAVag&0% Day of completion. NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER:Paul Bange Roofing Inc.hereby pr posed to furnish the above labor and materials In accordance with the above specifications.A deposit of$0.00 is hereby required upon acceptance and the balance of work progresses in direct ratio to work completed.Payment in full to be made upon completion of the job:this estimate may be cancelled unless accepted within ten days from the date issued. WARRANTY TO ORIGINAL OWNER Paul Bange Roofing Inc.warrants workmanship for a period of five years(slope)and five years(flat),but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof,for a reasonable fee.Without this supervision or inspection,all warranties are null and void.Warranty is transferable to new owner upon written application(subject of approval)and payment of 10%of contract price.All materials furnished will be as specified and work is to be completed in a workmanlike manner according the standard practice. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual coasts of our agreement.All agreements contingent upon strikes,accidents and delays beyond our control.Owner to carry insurance against fire,tornado,vandalism,and other casualty losses. Paul Bange Roofing,Inc.will exercise reasonable care when performing the work,but cannot be held responsible in any manner for damage to sidewalks,foliage, shrubbery,screening,pipes or cables,above or below ground.We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE,OTHERWISE PROTECT THEIR PROPERTY.We cannot assume responsibility for any damage done to the roof by other tradesmen or parties.Owner to be responsible for location of septic tank.Paul Bange Roofing Inc.cannot be held responsible for damage done to any lumber by termites,carpenter ants,or any other wood boring insects.Such wood will be replaced at an additional charge. THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL Authorized Signature /W/1 4�- Representative Name John Kenney ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above.This prop has the power of a contract wh igned and accepted.I have read and agree to the terms and conditions as stated above. Signature . �� ACCEPTED PRINT NAME Date3 ,;7--7� _2_6/ 10/27/2016 Property Search Application-Miami-Dade County irrOFFICE OF THE PROPERTY APPRAISER e � Summary Report Generated On: 10/27/2016 Property Information Folio: 11-3206-017-0420 Property Address: 9906 NE 4 AVE Miami Shores,FL 33138-2440 KATHRYN ANNE MOORE PAULK Owner TRS KATHRYN ANNE MOORE PAULK 9906 NE 4 AVE RD Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,043 Sq.Ft Living Area 2,951 Sq.Ft Taxable Value Information Adjusted Area 2,895 Sq.Ft 2016 2015 2014 Lot Size 12,443 Sq.Ft County Year Built 1952 Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $1637841 $162,298 $160,614 Year 2016 2015 2014 School Board Land Value $311,199 $298,956 $261,203 Exemption Value 1 $25,000 $25,0001 $25,000 Building Value $202,199 $202,270 $197,108 Taxable Value $1887841 $187,298 $185,614 XF Value $1,320 $1,320 $1,320 City Market Value $514,718 $502,546 $459,631 Exemption Value $50,000 $50,000 $50,000 $160,614 Assessed Value $213,784 $212,298 $210,614 Taxable Value $163,784 $162,298 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $163,784 $162.2981 $160,614 Save Our Homes Assessment $300,934 $290,248 $249,017 Sales Information Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Previous OR Second Homestead Exemption $25,000 $25,000 $25,000 Sale Price Book- Qualification Description Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 27676- Board,City,Regional). 102/11/2011 $100 2483 Corrective,tax or QCD;min consideration Short Legal Description 01/01/2000 $0 19176- Sales which are disqualified as a result of 4262 examination of the deed AMD PL OF MIAMI SHORES SEC 4 10414- LOT 19&El OFT OF LOT 18 06/01/1979 $100,000 1140 Sales which are qualified BLK 89 PB 15-14 LOT SIZE 108.200 X 115 01/01/1977 $20,167 00000- Sales which are disqualified as a result of OR 19176-4262 01 2000 4 00000 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiserand Miami-Dade County assumes no liability,see full disclaimerand User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: INSTR # 114019990 Page 1 of 1, Recorded 11/02/2016 at 10:03 AM Broward County Commission, Deputy Clerk 1012 PouliillJ.,Ir1C. Davie,FL 3J.J 17 CITY OF MIAMI-BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W.1st Street,Miami PERMIT NUMBER: FOLIO NUMBER: _ Stjt60�7 e of Frorida/ County of Miami-Dade The undersigned hereby gives notice that improvements will made to certain real property,and in accordance with Chapter 713.23,Florida,8tat�s�s�he following in pr�Ovide�{tYft�Notice of Commencement. Street address: N CG'e fi/c7L�e`gal description of property: 1 a7t� 607L Description of improvement: (.`D -L Owner me t L and address: Interest in property: W- 1-6-Name of fee simple titleholder(ifotherthan owner)and address: '" 00 Contractorsnarpp: (��/"� C ddress: P A, G/ i Itetn / Phone number:`7 Amount of Surety bond- :(Payment bond required by owner from contractor,if any) Surety's name: and address: Phone number: Lender's name: and addres Phone number: Persons with the state of Florida designated by Owner, on whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statues, Name' and ddres . Phone number: In addition to himself,Owner designates th foli ing person(s)to receive a copy of a Lienor's Notice as provided In Section 713.13(1)(b)7,Florida Statues, Name- and address: Phone number: Expiration date of this Notice of Commencement: (the expiration date is one[1]year from the date of recording unless a different date is specified) /� y�/t ��j!'i9Y1D7711el-61 Owner's Signature 7 Owner's Name(printed) Swor o nds bed for is 2 7— dayof�C-�LO 20�j By: Personally Known,or Produced ID_11 u NotLL a Pu lic: Print Notary Public Name: o Oath taken Oath no akin Prepared By- Commission yCommission Expiration: Address- Gil ddress•CHGOGA i _ Notary Puhlic. f210 01 { <� j ., My Cor)),.Expty 1 ires M, Florida commis 19.2017 Sion#F lhr ___F,179114 Bonded Rev.Dec/21/2010 � sn. Generated on Feb/01/2016 12:08 PM . V I hereby certify this document to be a true, o correct and complete copy of e r or ; CREATED., filed in ff' Da this y ip.p OCT tat PE 2O u: tees ":of County mi '..... y - Deputy Clerk ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE ...... ...... . . ... -- COMPLETE THE NECESSARY SECTIONS OF... ".:"' ' THE UNIFORM ROOFING PERMIT .... . .. . .. APPLICATION FORM AND ATTACH THE ":": .. .. . .. . ... REQUIRED DOCUMENTS AS NOTED BELOW: ...... Roof System Required Sections of the Attachments ReTuir icir Permit Application Form See List Below• •••. • • Cow e A A,B,C 4,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,6,6,7 Aspha les A,B,D 1,2,4,5,6,7 Concrete or Cla A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,8,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE 5th Edition (2614)--BUILDING 5.31 Florida Building Code Sth Edition (2014) High-VelocitV Hurricane Zone-Uniform Permit Application Form Master • Process No. •Job Address / Contractor's Name Paul bo'n!ae_, _ROQ�Ln�l • / ROOF 9 1 Slope- M'"G-chanicallyFastenedTilei ♦ 1 1 ■ MetalPanel/ShIngles ■ Wood t f Shingles i ■ Prescriptive _ yeaxe. • . fFTYPE Type. . L E3 Now Roof Re4toofing E3 Recovering 13 Repair 17 M&Intena*n***9*- . 0OF sysTr;m INFORMATION SectionLow Slope Roof Area(S Steep-Sloped Roof ArS(SF) Total(SF) r• (Roof Plairfl Sketch Roof Plan:-illustrate all 16vels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include. dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ■ ii� .�.i. .��CC �CC CCCCC�i�C.ii ■`�CM■C* CC�C�i��Ci ■ ... . . i.i . .■ . C . i i . C C.. . CCCC'C C. C i CC CC"C A CnilC - t•�� so HE � C CCC . � � i�■ • E a � � . ■CCC . .CCC. C � C IiC.0 CC iCii CC CC �� ©�' ■� CC .N 0■ C C � i i � ■ ■. . / � CC .0 C C� � . VIII � .� 0.� C C i� C 15■ ® iq #A .. I ■■ � © �� CC � � ' i C . l.CsC. .0 � ■_ C.�C �CCC'CCi �..E�.� _��C��RR4,•.�. .� . � � � . r � ' l-lorida BE111ding Code 5th Cditlort(2014) High-VoloCity Hurricane Gone Ultiforttt Perinit Application Forth Fill in apsegUo RaofABsombly Componotits FaateneY SPauing itorArs chorl13antl al;teet and Identify MR111At`a turd" AttaulMnt (((a component is not usod,identify as'NAJ Field:-L"nr,(p3t.ap,##Rotve,3-G—8 -00 System Manuraaturor: --� 'potimotor:_& "do Q Lop,0 Rows-LL Ok"oo , `•� oa(a�lep,#Roves�aC3 /� '� • ROA No; -+ ,Comae• -�-••- ...... Design Wind Pressures,From RAS 120 or Caloulntlons: IVunti)er cif�aatelleYs Per Inttulatton• �• •'• •. Maxi; a 7, pmaxi'lZ .._.pmsx8: ., MSyasxt,epmo;.slanr—rea.r•o,�ro�t i.hs Specific NOA Mold Yerimetor. Cornar •••••••• •• • • .r. •••'• ••••• 1 .... .. .. .• UCCit� I iIiUStrate CtrllYtpOrt911t£s NOtB[1 and •••••• •• • •• ••• Details asApplleable: • Ctiugelillclnt s: ��^�.-. Woodbtockin0, Oulter, Edge 'fercttint0411C*:••n, r111C Sirlppbt0, Plashing, Conihtuouv Claai, � � � •� •�• �1 Strip, Rasa hlashlnp, Coonter- HO MnO, . Slope- / r Coping,kfo. .. ... IUM" Moan Roof 1{elOht, Pdrepot Holght, •••• • AncftorlBaso Sheet&No.of Piy{g)•._ • Height of Hage Flashing, Component Material, •• • AFasdonor{sondlno Matgi bl: �( Material Thickness, Fastorter Typo, Fastener spacing or•Submit Manufaoturers Details chat O A' Comply%-Ath RAS 111 and Chapter 10, Insulelton Bnse Layer.._.._.�1 -�- , Hasa lnsutntten Stre and Thicicnes9:�. �h - Sass insulation t=astenerlBondln0 MaterlaL Top instdntion Layer: FT' Top insulation Size andThick(tess; __ ___ _ 1P Parapet • y Fteinht Top 1nsulaiton F'astonerlBondin0 Matortst: iaase Shoet(s)&No,of pry(e)• i ° ./ pas9S ati-1Fa, it one oil In Malovvelni_, ^�i 00� McOn 11JJ34i n 1 :rr�ta�tl) tl 1. hoof Ply sheot(s)ANo.ofPly(s),iA^; AEm G HoiOht Pt atvasto 0111 aMat pbl�{gnl� G Drip -fop Ply:f14g IyF s• eriH t di M Coda•, Surfacing: V�- -- s ; Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steea.Sloped Roof Systeml Roof-System Manufacturer;_ • Notice of Acceptance Number:, 1 S Cj (.f a 8 cl •••••• Minimum Design Wind Pressures,if Applicable(From RAS 12T6f Calculations): ;• • 000000 :0 0 so • Maximum Design Pressure 3 •••••• • From the NUA Specific S stem : •••• • • . . •••• . Method of tile attachment: •• •••• • . . Steep Sloped Roof System Description Deck Type: ype UndeHayment: Q Roof Slope: nsulation: m Aire Barr or: Ridge Ventilation? astener Type&Spacing: LI RSt1�-\tis dhesive Type •� - - j ��1 •-�4-i-�- I Co D. ype Cap Sheet: ere E h��'lnc�(C oof Covering: I^ C Mean Roof v l J Type S SizQ drip Edge: r ■ Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E Tile calculations For Moment based the systems,choose either Method 1 or 2.Compared the values for Mrwlth the values from M&If the Mt values are greater than or equal to the Mr values,for each area of the roof,then the tale attachment method is acceptable. Method 1"Moment Based Tile Calculations Per RAS 127 "3 (1'i.-4o.q =1l.1,413 —Mg:-5'd2 -K,113213 NOA 3 =Mj6AS(j(I NOA 1% �S . (ps~►uS.�4 x�O. t_Z� 1,30 1—Mg: � 82 =hf,s: NOA A* 2i91 Method 2"Simplified Tile Calculation Per Table Below" ? Required Moment of Resistance(1►t:)From Table Below_�y____�-�--- NOA 1% Mr Required Moment Resistance* Mean Roof Roof$I"""eight 15' 20' 251 30' 40' . 305 38. 9, 42.2 .a : 2 30x4 33.6 ____3f'i 37,3 5:1 28.4 30. 01.0 aw.5 . 26 213.0 29A 30.5 L 32A 7.112 243 25.0 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift.based the systems use Method 3.Compared the values for F'with the values for Fr If the Fr values are greater than or equal to the F,.values,for each area-of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (Pis x I: __x w:¢ _)—w: x cos e: Fri: NOA F' w:____)—w:_z cos o:_= Fre NOA F' Fra: NOA F' Where to Obtain Information Description Symbol Where to find Dos gnPres= 71 orP2orP3 RAS 127 Table 1 orbpan ooringan*slsprep"by FBbaaedonASM 7 Mean RoofHeIgUt H Job Site ••••• Roof Slope o Job Site_ • • . •• • • A NOA • • • Restoft Moment due to umvity Nit NOA "•••• • AffachmWKeWtUMO Mr NOA •••••• Momud Reautaace M, Odculated • • MinlmumAtta�hma►tRtaietanx F' NOA • • • • • • RmkedIJplIftReAftnce F. Calculated •• ••• • Agra eTilewa1 NOA •• •• • Tile Dimension i=k4gh NOA •• •• • •• ••• •. W—width •• • All calwlatlons must bo su m fled to ffia Bull Offtciai at 8�a of t llc�tfon. • • • • • • .•0 4 .. M®� I • "Delivering Excellence Every Day" ------ MIAMI-DADE COUNTY ------ REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. IVE1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as pa of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buil mg Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ownould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. In 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofin system is removed. Ponding conditions should be corrected. j 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. • 7. Ventilation: Most roof structures should have some ability to vent natural airflow thrQpgh the .' 0. interior of the structural assembly (the building itself). The existing amount of attic vew�l�jion shall not be reduced. •••• •. •••••• Owner' �sare: Date: a % 7 / o (o ••••;• Contractor's Signature: Permit Numbez •••••. ""•• Property Address: jQ f� i, • I M�I�AMI DARE `, 1 MIAAiI-DADF.COUNTY ►n•.•,►.■■ I ti PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF 11F.GUL:\TORY AND ECONOMIC RESOURCES(RE11) Miami,Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION •1'(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) .v.»,lAtnidAllf.Erp'�000»0»1V CertainTeed Corporation 1400 Union Meeting Road,P.O.Bos 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) andfor 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 Conventional Built-Up-Roof 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 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 sliall 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 manufactali" r its ...:. ••. distributors and shall be available for inspection at the job site at the request of the Buildutg.QUJcial. • This NOA renews and revises NOA No.08-0410.07 and consists of pages I through 16. • •• .• • The submitted documentation was reviewed by Jorge L.Acebo. .. .. . .. ...... NLA No.: 13-OxtiV.P4,• ••• • Exph•atkw!Dste: 06/WL4 :•••• MIAMFDADECOUNTY • • ..•, , Approval Data: e I of 16; Page t of 16 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Cateeorv: Built-Up Roofing Material: Fiberglass Deelt Type:_ Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: T,tBLE 1 Test Product Product Dimensions Specification Description All Weather/Empire 36"x 65'10"; ASTM D 4601 Asphalt coated,fiberglass reinforced base Base Sheet Roll weight: 86 tbs. Type 11 sheet. (2 squares) UL Type 15 Flintglas®Mineral 36" X 32'10"'; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Roll Weight:78 lbs. glass fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-up roof membranes. ' Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap CoolStar Roll Weight:78 tbs. glass fiber surfaced with mineral granules (I square) used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. Flintglas®Ply Sheet 36"x 164'7'; ASTM D 2178 Fiberglass,asphalt impregnated ply sheet. Type IV or VI Roll weight:40/55 Type IV or VI tbs. UL Type G 1 (5 squares) Flex-l-Glas Base Sheet 36"x 98'9''; ASTM D 4601 SBS Modified,fiberglass reinforced base Roll weight:90 tbs. Type 11 sheet. (3 squares) UL Type G2 Flex-l-Glas FR Base 36"x 98'9'; ASTM D 6163 SBS Modified,fiberglass reinforced base Sheet Roll weight:90 tbs. Grade S sheet. (3 squares) Type I G1asBase7"i Base 36"x 98'9"; ASTM D 4601 Asphalt coated,fiberglas:b4e,Beet. • ...... Sheet Roll weight:69 lbs. UL Type G2 •• • (3 squares) "•••• Black DiamondT"+ 36"x 68'7";Roll ASTM D 1970 Self-adhering fiberglass rciTiMrced •• •• Base Sheet weight: 78 tbs. modified bitumen base ftit.• • . . (2 squares) ••.... .. � ••�• .. .. . .. ...... NOANo.: 13-0:04.14• •�••�• MIAMI•DADECOUNTY ExpiralialnD'ate: 06/12/j$ •••••: ,... , Approval Date: 03/JQh3: Page 2 of 16 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed Corp. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corporation High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlitc insulation board Generic H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Jolws Manville Corp. Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: TABU 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners#14& Insulation fastener SFS Intec, Inc. #15 HS 2. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2'/g"x 3 '/•" SFS Intec,Inc. Hex Plate 3. Dekfast Dekflat Round Polypropylene plate 3"x 3 '/," SFS Intec,Inc. Plastic Lock Plate 4. #12 Standard Roofgrip& Insulation fastener for wood OMG,Inc. #14 Roofgrip and steel. 5. AccuTrac Hextra Insulation fastener for wood OMG,Inc. and steel 6. 3 in.Ribbed Galvalume Galvalume stress plate. 3"round OMG,Inc. Plate 7. AccuTrac Plate Galvalume stress plate. 3"square OMG,Inc. S. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3" round OMG,Inc. 9. Trufast#12 DPH& Insulation fastener for wood Altenloli,Brinck&Co. Trufast#14 HD Fastener and steel decks U.S.,Inc. . .0000• 10. Trufast 3"Metal Galvalume AZ50 steel plate 3" round Altenloh,Bolick&Co. •••••• • Insulation Plate >'J.S. Tne. :000:0 • • 0000•• fees ssfese e • e0 . • e fee• a e• esfse 00 0 69099 f 00e1• . • NLA 1�b.: 13-04M..1'�i • :*'lee: CMIAMFDADE COUNTY Expirahmi'D$te: 06/Qjt% •••••• ...0111211� Approval Date: 05Y40JP3 • Page 3 of 16 EVIDENCE SUBMITTED: Test Azency/Identifier Name Report Date TrinityjERD TAS 1 17(B) 3503.10.06 10/10/06 TAS 117(13) 06490.04.07-R 1 06/27/07 TAS 117(B)/ASTM D6862 C8500SC-11.07 l 1/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D3909 C44200.03.13 03/22/13 ASTM D1970 C40050.09.12-2 09/28/12 Momentum Technologies, Inc. ASTM D 4601 AX31G81) 09/05/08 ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8Al.AM 03/23/96 FMRC 4454 J.1.OD3A3.AM 04/04/97 FMRC 4470 J.1.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R 11656 01/11/1.3 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-211 12/02/87 PRI Construction Materials ASTM D2178 CTC-122-02-01 03/13/12 Technologies LLC ASTM D2178 CTC-123-02-01 03/13/12 ASTM D6163 CTC-066-02-01 08/09/11 ASTM D4601 CTC-127-02-01 03/13/12 .... ...... .... . .. ..... . . . . . ..... .. .. . .. ...... 1�)A No.: 13-O:54.14• UNTY Expirabimn Dnte: 06/j2/jp MIAMPDAOECO •••• A Approval Date: OS1JQA3: Page 4 of 16 APPROVED ASSEMBLIES: Deck Type 11: 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: All Weather/Empire Base Sheet,Flex-I-Glas,Flea-I-Glas FR or GlasBase base sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with approved roofing nails and tin caps 9"o.c.in the lap and two rows staggered in the center of the sheet 12"o.c. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3,Multi-Max-3,H-Shield Minimum 1"thick N/A N/A Approved Pei-lite M111111111111 314"thick N/A N/A Approved High Density Wood Fiberboard Minimum%11 thick N/A N/A DensDeck,Dens-Deck Prime Miniutum '/"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 20-40 lbs./100 ft2. 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 polylsocyannrate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I- Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere • with any approved mopping asphalt at an application rate of 20-35 lbs./sq. :••••• •• • Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas'P.retlii0m Ply. •• Sheet(Type VI)or ASTM 13226,Type I sheet adhered in a filll auopping of :•••• •••• • approved asphalt at an application rate of 20-35 lbs./sq. •••••• ' Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or .Flijitgrh9Miner3l'. • Surfaced Cap CoolStar adhered in a full mopping of approved asphaR at an ••• .. . ..... application rate of 20-35 lbs./sq. ' .. .. . .. ...... Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as iwirfacing, • must be listed within a current NOA.Install one of the following: • : 0 •••••' 1. Gravel or slag applied at 400 Ib./sq.and 300 lb./sq.respectively in9a flood-coat •,•; of approved asphalt at 60 lb./sq. •: • 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fiberecr Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC4212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45 psf(See General Limitation#9) NOA No.: 13-0204.14 QM1AMMWDEC=OUNTY Expiration Date: 06/19/18 ,,,, Approval Date: 05/30/13 Page 5 of 16 Deck Type 1I: Wood,Insulated Deck Description: 19/,2"or greater plywood or wood plank System Type A(2):Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General,and System Limitations apply. Anchor Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply Sheet 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 Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3,Multi-Mar FA-3,ACFoam-II,FlintBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Approved Pei-lite Minimum 1/411 thick N/A N/A Approved High Density Wood Fiberboard Minimum%1' thick N/A N/A DensDeck,DensDeck Prime Minimum 11411 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 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachmnent. 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 polylsocyanurate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I- Glas FR or GlasBase base sheet directly over tine top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-40 lbs./sq. •••••• Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas'Pntilidnn Ply. .• Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full iuQR iug of :•0000••• •••• • approved asphalt at an application rate of 20-40 lbs./sq. ••• •• • Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flk11j*a*s Mineral••• ,••••• Surfaced Cap CoolStar adhered in a fill mopping of approved asih alt pt an •• • application rate of 20-40 lbs./sq. • .. .. . .. ...... Surfacing: (Required if no cap sheet is used)Any coating,listed below,use4 as r%lirfacing, •. must be listed within a current NOA.Install one of the following' •••••• 1. Gravel or stag applied at 400 Ib./sq.and 300 Ib./sq.respectivIly ui a floodcoat :•••• of approved asphalt at 60 lb./sq. • 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gat./sq.;surfaced with 1 gal./sq.APOC4212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf(See General Limitation#7) NOA No.: 13-0204.14 MIAMFDADECOUNrY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 6 of 16 Deck Type 11: Wood,Insulated Deck Description: 19/32' or greater plywood or wood plank 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: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply Sheet 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 Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3,Multi-Max FA-3,ACFoam-1I,FlintBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Approved Perlite Minimum'/"thick N/A N/A Approved High Density Wood Fiberboard Minimum%11 thick NIA N/A DeusDeck,DensDeck Prime Minhnwu'/,"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 20-40 lbs./100 W. 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 polyisocynnurate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire,Flex-l-Glas,Flex-l-Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with ally • approved mopping asphalt at an application rate of 20-40 tbs./:%q. • ," 0 0 0... Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas wenniuun Ply •• Sheet(Type VI)or ASTM D226,Type I sheet adhered in a fulbMmxng of•••••• •••••' approved asphalt at an .00000 application rate of 20-40 lbs./sq. :0000. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or FGiilg1a9Mineial• • .pll. 0 Surfaced Cap CoolStar adhered in a full mopping of approved as` al tat an•• .•;..' application rate of 20-40 lbs./sq. • .. ..0 . Surfacing: (Required if no cap sheet is used)Any coating,listed below,uso6aaa surfacing,• •, must be listed within a current NOA. Install one of the following: 00 00 .. 1. Gravel or slag applied at 400 lb./sq.and 300 lb./sq.respectilely jtl.8 flood coat of approved asphalt at 60 lb./sq. ••• • 2. A two pant coating consisting of a base coat of APOC#300 Asphalt Fibere8• • Emulsion at rate of 3 gal./sq.;surfaced with l gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -60 psf(See General Limitation 47) NOA No.: 13-0204.14 MIAMI•D DEeouNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 7 of 16 Decic Type H: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank. System Type A(4): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply Sheet 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 Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3,Multi-Mat FA-3,ACFoam-II,F1intBoard 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 20-40 lbs./100 ft . 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 it top layer placed with the polyisocyanurate side facing down. Base Sheet: One ply of Black Diamond Base Sheet self-adhered. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Minerac...:. •• Surfaced Cap CoolStar adhered in a full mopping of approved as;halt at an • application rate of 20-40 lbs./sq. .. •• .... . ...... Surfacing: (Required if no ca sheet is used An coating, below,used As l'siu facia •••• g q p ) Y g .... �� must be listed within a current NOA.Install one of the followings • • .... . .. ..... 1. Gravel or slag applied at 400 Ib./sq.and 300 Ib./sq.respectivily.ria flood peat of approved asphalt at 60 lb./sq. : .. .. . .. ...... 2. A two part coating consisting of abase coat of APOC#300 A.4418{t.Fibered • Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC42I TMered •••••• Aluminum Roof Coating. ; .0. • i.... Maximum Design • 0 • • • Pressure: -52.5 psf(See General Limitation#7) • NOA No.: 13-0204.14 MIAMMADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 8 of 16 Deck Type 1I: Wood,Insulated Deck Description: 19/321 or greater plywood or wood plank System Type B: Base layer of insulation mechanically fastened,optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam-II,FlintBoard ISO Minimum 1.3"thick 1,4,5 1:3 ft2 ENRGY 3,H-Shield Minimum 1.4"thick 1,4,5 or 9 1:3 ft2 Multi-Max-3 Minimum 1.5"thick 1,4,5,or 9 1:2.9 ft2 Approved Pei-lite Mininnunn'/"thick 1,4,5 or 9 1:2 ft2 Approved High Density Wood Fiberboard Min nein%"thick 1,4,5 or 9 1:2 ft2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; If larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 Any of the insulations listed for Base Layer,above. Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I- Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglaspre hnbnn Ply • Sheet(Type VI)or ASTM 13226,Type I sheet adhered in a full iviu jiing of ;••••• 0 0 0 0;, approved asphalt at an application rate of 20-35 lbs./sq. 0 0,;0 0 0 • 0000.. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral•• •• • Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an •• ••;•• application rate of 20-35 Ibs./sq. 0000.. . .. . Surfacing: (Required if no cap sinect is used)Any coating,listed below,uses as a surfacing, 0 •• 0000.. must be listed within a current NOA.Install one of the following; • ; 0 0 0 0.... I. Gravel or slag applied at 400 lb./sq.and 300 Ib./sq.respectively ir6a flood:ftt" of approved asphalt at 60 Ib./sq. •.. *000 • 2. A two part coating consisting of abase coat of APOC 4300 Asphalt Fibered• Emulsion at rate of 3 gal./sq.;surfaced with i gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45 psf(See General Limitation#9) NOA No.:13-0204.14 MIAMI•DADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 9 of 16 Deck Type 1I: Wood,Insulated Deck Description: 19/92"or greater plywood or wood plank System Type C: All layers of insulation simultaneously-attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/W ACFoam II,ENRGY 3,Multi-Max-3,FlintBoard ISO,H-Shield Minimum 1"thick N/A N/A Approved Pei-lite Minimum'/."thick N/A N/A Approved High Density Wood Fiberboard Minintum'h"thick N/A N/A Note: All layers shall be simultaneously fastened;see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/f(2 ACFoam-II,FlintBoard ISO Minimum 1.3"thick 1,4,5 1:3 ft= ENRGY 3,H-Shield Minimum 1.4"thick 1,4,5 or 9 1:3 ft' Multi-Max-3 Minimum 1.5"thick 1,4,5 or 9 1:2.9 ft= Approved Perlite Minimum'/"thick 1,4 or 9 1:2 ft' Approved High Density Wood Fiberboard Minimum %:"thick 1,4,5, or 9 1:2 f9 • ...... Note: All layers of insulation shall be mechanically attached using the fastener der§fir luted •' above.The insulation panels listed are minimum sizes and dimensions; if larger p.Vjer►g pre uses,"" ....:. the mmiiber of fasteners shall be increased mahitahliug tl►e same fastener density.Plq&"'cfcr to Roofing Application Standard RAS 117 for insulation attachment. 0000 •• • Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flexa4Clas,Flear4- •• •• Glas FR or GlasBase base sheet directly over the top layer of insulatiom*Adhere•• ••••;• with any approved mopping asphalt at an application rate of 20-404bs.f q. •. . e . . ...... Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type iV)or Flintglas PWemiwni Ply deet ;• ••; (Type VI)or ASTM D226,Type 1 sheet adhered in a full mopping•ot'approve j••;• • asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. NOA No.: 13-0204.14 MIAMI•DADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 10 of 16 Surfacing: (Required if no cap shect is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45psf.(See General Limitation#9) 0000.. . . . 0000•• . • 000000 • •00.0• • 0000.. 0000.. 0000.. 00.0 .. • • 0000 .. ..�.. •••••• •• • •••••0 • • • • • 000009 •••••• • • :00:0: • • • 0 00000•• 0 • • • • • 0000•• •• 0 0000 0 0 NOA No.: 13-0204.14 MIAMI•DADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 11 of 16 Deck Type 1I: Wood,Insulated Deck Description: 19/32'or greater plywood or wood plank System Type D: All layers of insulation and base sheet simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations: Base Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam-II,ENRGY 3,ENRGY 3 25 PSI,F1intBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Approved Pei-lite Minimum 1/"thick N/A N/A Approved High Density Wood Fiberboard minimum'/�"thick N/A N/A DensDeck,DensDeck Prime Minimun '/4"thick N/A N/A Note: All insulation shall have preliminary attachment,prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: All Weather/Empire Base Sheet,Flex-I-Glas,Flex-l-Glas FR or GlasBase mechanically attached as detailed below. Fastening: OMG#12 Standard Roofgrip or#14 Roofgrip fasteners with OMG 3 in. Round Metal Plates,Dekfast 414 or Dekfast#15 HS with Dekfast Galvalume Steel Hex Plates,Trufast#12 DPH or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 4"o.c.at a 4"side lap and two staggered rows in the. center of the sheet,24"o.c. •••••• Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas P�'nniuml Ply3Nneef. • 000 (Type VI)or ASTM 13226,Type I sheet adhered in a full moppipg�of pproved 0 asphalt at an application rate of 20-35 lbs./sq. :0000: Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet o•FlintglaS Mineral ••• 00:000 Surfaced Cap CoolStar adhered in a fil l mopping of approved a%A:dlt pt an .• ••••• .. .. . .. ...... application rate of 20-35 lbs./sq. ••• •. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as asurfackng, ....:. must be listed within a current NOA. Install one of the following: G•. • 1. Gravel or slag applied at 400 lb./sq.and 300 lb./sq.respectively ilra flood•ooa4 of approved asphalt at 60 lb./sq. ' 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with I gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45psf.(See General Limitation 49) NOA No.: 13-0204.14 MIAMMADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 12 of 16 Deck Type 1: Wood,Non-Insulated Deck Description: 19/32"or greater plywood or wood plank System Type E(1): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I-Glas FR or GlasBase base sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4"and fastened with approved roofing nails and tin caps 9"o.c.in the lap and two rows staggered in the center of the sheet 12"ox. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226,Type 1 sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: I. Gravel or slag applied at 400 Ib./sq.and 300 Ib./sq.respectively in a flood coat of approved asphalt at 60 Ib./sq. 2. A two pail coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with t gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45psf.(See General Limitation#9) • • • •900•• •09.00 • 9.9t•• • 0000•• • Soto • •• •So•S • ••••9• :0- go • • 9••9• •• •• • •• 0•••9• • • • • • •0.00• •0000• NOA No.: 13-0204.14 MIAMFDADECOUNTY Expiration Date: 06/19/18 • 1 1 Approval Date: 05/30/13 Page 13 of 16 Decic Type 1: Wood,Non-Insulated Deck Description: 19/32"or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4"and fastened with l 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. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226,Type 1 sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: I. Gravel or slag applied at 400 Ib./sq.and 300 Ib./sq. respectively in a flood coat of approved asphalt at 601b./sq. 2. A two pant coating consisting of a base coat of APOC 4300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf.(See General Limitation#7) • • 0000•• • •••0►• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • 00 90.00 • 00.09• 00 • 00000 •• •• • 00 09••0• • 9.0••• • 0 • • • 0 • • J 00000• & 0600 • • NOA No.: 13-0204.14 MIAM DECOUNTYM Expiration Date: 06/19/18 �FgyyasyjqsApproval Date: 05/30/13 Page 14 of 16 Deck Type 1: Wood,Non-Insulated Deck Deserlption: 19/32"or greater plywood or wood plank attached using approved nails spaced 4" o.c.at wood joists spaced maximum 24"o.c. System Type E(3): Base sheet mechanically attached. Base Sheet: All Weather/Empire Base Sheet,GI-asBase base sheet*Flintglas Premium Ply Sheet 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 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a fill mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)Ohe ply of Flintglas Mineral'SCicface cap slieet or Flintglas Mineral Surfaced Cap CoolStar adhered in a frill mopping of approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 Ib./sq.and 300 Ib./sq.respectively in a flood coat of approved asphalt at 60 Ib./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -60 psf(See General Limitation 417) 0000.. 0000.. 0000.. • 0000.. . 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000. 0000.. . 00000 :00 . .. .. . .. 0000.6 0 . • . . . . •0.000 0000.. . •0069. .. . 0000 NOA No.: 13-0204.14 MIAMI DADS COUNTYM Expiration Date: 06/19/18 raiiimxApproval Date: 05/30/13 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: I. 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 frill 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" ox.; 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. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with'resting Application Standard TAS 105. If the fastener value, as field-tested,are below 275 Ibf.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 Gyri.:. areas. Fastener densities shall be increased for both insulation and base sheet as.calculated in •••• • compliance with Roofing Application Standard RAS 117. Calculations prepared,sorted and sjeried% ••••;• by a Florida registered Professional Engineer, Registered Architect, or Registereq ftf.consultaitj . (When this limitation is specifically referred within this NOA, General LimitpjjWt#9 will,atot. :••••: be applicable.) '....• : •..• ••••• 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terminatism designs.. •• ••• shall conform to Roofing Application Standard RAS I I I and applicable wind load reg644nients! •••• ••••;• 9. The maximum designed pressure limitation listed shall be applicable to all roofpreprjr-Ines(i.e. • field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be PermittU for;...:. •••••• enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners an2l coi•iiers). :•••• (When this limitation is specifically referred within this NOA,General Limitation#7will list* ; • be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0204.14 MIAMI•DADECOUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 16 of 16 Home Quick Guide Contact Us UL.com TGFU.R11656 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems CERTAINTEED CORP RI 1656 ROOFING PRODUCTS GROUP 20 MOORES RD MALVERN,PA 19355 USA "'/2-in.thick(minimum)gypsum board or'/-in. thick(minimum) Georgia-Pacific Gypsum LLC "DensDeck®Roofboard" or"DensDeck®Prime Roofboard" or"DensDeck®DuraGuardTM Roofboard"or '/-in. thick(minimum)United States Gypsum Co. "SECUROCK®Roof Board" (Type FRX-G)or"SECUROCK®Glass-Mat Roof Board" (Type SGMRX)may be used in any existing noncombustible deck Classification. When this is done,the resulting roofing system is. acceptable for use over combustible(15/32-in. thick minimum)roof decks.Hoavever,the Udd*" •••••• joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck®R4mf� ard"ot.00;• •, "DensDeck®Prime Roofboard"or"DensDeck®DuraGuardT"s Roofboard" are td Met a' ••��• minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of1he Roof sysisa,jt ;••••; 0000 must be placed below the overlayinent board. '/-in. thick(minimum)United SfttmQYpsun:Co.0 09:009 "SECUROCK©Roof Board" (Type FRX-G) and "SECUROCKO Glass-Mat Roof Board"•(•Tyr; •• •• SGMRX)are limited to a maximum 3:12 slope when used over a combustible roof deck in'a•0 0 "'0000.•0 0 system with any UL Classified insulation except polystyrene." 00000. •. . . . . 0000.. Any UL Classified insulation may be used underneath%i-in. thick(minimum)g)tp9udl board or. 0 • -in.thick(minimum) Georgia-Pacific Gypsum LLC "DensDecke Roofboard" or"DensDeck& Prime Roofboard" or "DensDeck®DuraGuardTm Roofboard"or '/-in. thick(minimum) United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G)or"SECUROCKO Glass-Mat Roof Board" (Type SGMRX)in any existing noncombustible deck Classification. Mineral Wool Felt,is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A,B or C roof constructions indicated below. Type G1 "Flintglas Ply Sheet"Type 4 or "Flintglas Premium Ply Sheet"Type 6 are suitable alternates for Type 15 organic felt; Type G2 "Glasbase Base Sheet" is a suitable alternate for Type 15 and Type 30 base sheets;Type G3 "Flintglas MS Cap" is a suitable alternate for Type 30 Cap Sheets. "Flex-I-Glas", "Premium Flex-I-Glas" or "Flintlastic Base 20 Sheet" is a suitable alternate for the Type G2 glass base and the Type 15 "All-Weather/Empire base sheet". Unless otherwise indicated,base sheets are mechanically fastened or spot mopped in place;ply and cap sheets are hot mopped in place. Two plies Type GI may be utilized in place of one ply Type G2. "Flintlastic Ultra Glass SA"is a suitable alternate for Type G2 "Glasbase Base Sheet". "Black Diamond Base Sheet"is a suitable alternate for Type G2 "Glass Base Sheet". "Flintlastic SA Nailbase" or"Flintlastic SA Plybase" are suitable alternates for Type G2 base sheets in Roofing Systems(TGFU)that limit cover applications to self-adhering ply/base sheets or membranes. EPS insulation followed by 1/2-in. thick cover board may be utilized in any of the following systems. The"YOSEMITE Venting Base Sheet"may be used in any of the following noncombustible deck roof systems and,where indicated,in combustible roof deck systems. "Torch APP"may be utilized in any of the following systems that contain"Flintlastic STA". Flintlastic APP Base T is a suitable alternate for any Type G2 base sheet. "Flintlastic Ultra Poly SMS" may be used in lieu of"Poly SMS Base" in all application �...:. Classifications. • 0000+• • 0..0.60 • 606606 References to Type G2 base sheets includes "Channel-Vent GB". " u n n u n n •r •• •' F1intBoard Iso", FlintBoard Iso Cold", FlintBoard Iso-T" or FlintBoard Iso•Ie ITe? be ••;••• used wherever polyisocyanurate insulation is specified. • ' .. ..0 . .. ...... 000000 6 0 Uniform thickness or tapered insulation may be used in the following systems 1novided tlieydq;. '•"" not exceed the indicated incline or thickness. i 0 0 •••••• 00 0 0600 6 0 "FlintBoardH.ISO", "FlintBoardH ISO Cold", "FlintBoardH ISO WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" and "FlintBoardH ISO DD"may be used wherever polyisocyanurate insulation is specified. "FlintBoardH ISO T", "FlintBoardH ISO T Cold" and "FlintBoardH ISO T WF" are acceptable alternatives to "FlintBoardH ISO", "FlintBoardH ISO WF" and "FlintBoardH ISO Cold", respectively,provided they do not exceed the indicated incline or thickness of the system. Any UL Classified EPS, any thickness,may be used below "FlintBoardH ISO", "FlintBoardH ISO T", "FluitBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF", "FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or"FlintBoardH ISO DD" insulation on non-combustible decks provided a minimum 1-in. thick layer of"FlintBoardH ISO", "FlintBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO T Cold", "FlintBoardH ISO WF",FlintBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB"or "FlintBoardH ISO DD"polyisocyanurate insulation is used. Max incline shall be in accordance with Classification established for the insulation/membrane roofing system,but cannot exceed 1:12. For Combustible Roof Decks-Class A: 1. A minimum 3-in. layer or a minimum two layers of 1.5-in. of"FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative,any UL Classified insulation(except expanded or extiuded polystyrene),any combination,any thickness,may be used below the 3-in.minimum total thickness of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also be used below the insulation.All insulation joints must be staggered a minimum of 6-in. from the butt joints of the roof deck or from the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly,however the incline cannot exceed 1/2:12. :...:. •• 2. A minimum 1.9-in. layer of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Eold+is plggq4:. •; over a minimum I layer of Carlisle "FR Base Sheet IS" or GAF "VersaShield 113'IS" ove?a combustible roof deck.The insulation is covered with any UL Classified roofirigr*11e'ilbrang�u4 ;•••• in any UL Class A roofing assembly to achieve a Class A fire Classification. ASan,atternaV8,.• ..... any UL Classified insulation(except expanded or extruded polystyrene),any combimftion,ri •. ••:••' thickness,may be used below the 1.9-in. minimum total thickness of"F1intBoatdH'rSO Cold"VY ••••;• "FlintBoardH ISO T Cold".The insulation may be loosely laid or attached witlMAUers and ......•�; plates,hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classifieds may also l •••• used below the insulation.All insulation joints must be staggered a minimum 6T-6 in:fiom the.. butt joints of the roof deck or from the insulation joints directly below.The maximum incliine • shall be in accordance with the Classification established for the membrane/insulation roofing assembly,however the incline cannot exceed 1/2:12. For Combustible Roof Decks-Class B: 1.A minimum 1.9-in. layer of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold",or a minimum 2-in.thick layer of Atlas "AC Foam 11I" is placed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative,any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness,may be used below the 1.9-in. minimum thickness layer of"FlintBoardH ISO Cold"or"F1intBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also be used below the insulation. All insulation joints must be staggered a minimum of 6-in. from the deck joints or fiom the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly,however the incline cannot exceed 1/2:12. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below, limited to 1/2-in. incline: Membrane Acceptable Alternate Flintglas MS Cap Flintglas MS Cap CoolStar Flintlastic GMS Flintlastic Premium GMS CoolStar Premium Flintlastic GTS Flintlastic GTS CoolStar Flintlastic Premium Flintlastic FR-Dual Cap,Flintlastic Premium FR-P CoolStar or FR-P Flintlastic FR-Dual Cap CoolStar Flintlastic FR Cap Flintlastic FR Cap 30 T CoolStar 30T Flintlastic GTA Flintlastic GTA CoolStar Flintlastic GMS Flintlastic A§-(§ QolStj Flintlastic SA P- Flintlastic SA CapyjK.QolStar Cap FR 6069 ! 1 .. ..... Flintlastic GTA-FR Flintlastic GTA.Z11.CoolStar. ..:..' Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FRwP.CoolStar Flintlastic FR-Cap Flintlastic FR Cap 30 CoolStai "' 30 .. . .. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 Base Sheet:—Type G2 Glasbase. Ply Sheet:—Type G 1 "Flintglas" or Type G2 "Glasbase". Surfacuig:—Gravel or slag. 2. Deck: C-15/16' Incline: 1/2 "All joints blocked. Base Sheet:—Two layers Type G2 "Glasbase Base Sheet" or two layers Type G 1 "Flintglas Ply Sheet". Surfacing:—Type G3 "Flintglas MS Cap". 3. Deck: NC Incline: 3 Base Sheet:—Two layers Type 15 "All Weather/Empire". Surfacing:—Gravel or slag. 4. Deck: NC Incline: 3 Insulation:—Polyisocyanurate,mechanically fastened or hot mopped,any thickness. Base Sheet:—Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing:—Gravel. 5. Deck: C 15/32 Incline: 3 Insulation:—Polyisocyanurate I-in. minimum,mechanically fastened or hot mopped. Base Sheet:—Three plies Type 15 asphalt saturated organic felt(perforated)hot mopped with hot roofing asphalt. Surfacing:—Gravel. 6. Deck: C-15/32 Incline: 3 Vapor Retarder(Optional):—Type G2 "Glasbase"or UL Classified vapor retarder. Insulation (Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite, glass fiber or wood fiber,any thickness. Base Street:—Type G2 "Glasbase"base sheet. Ply Sheets:—Two to three layers of Type G1 "Flintglas"ply sheet or Type G2 "Glasbase"base sheet. Surfacing:—Gravel or slag. :""' ...... .. 7. Deck: C-15/32 Incline: ,..... • Vapor Retarder(Optional):—T e G2 "Glasbase" or UL Classifie •• ••retarder. •• •• p YA YOl?Ql; btsulation (Optional):—One or more layers or combination of the o wing: .. . Polyisocyanurate,perlite, glass fiber or wood fiber,any thickness. •••• • •• ••••• Membrane:—Three or four layers of Type G 1 Flintglas ply sheet. .. .. . •• ...... Surfacing:—Gravel or slag. • 8.Deck: C-15/32 Incline: 1 •••..• Vapor Retarder(Optional):—Type G2 "Glasbase" or UL Classified vaphr retattler. :....: Insulation (Optional):—One or more layers or combination of the following: •• • Polyisocyanurate,perlite,glass fiber or wood fiber. Base Sheet:—One layer Type G2 "Glasbase Base Sheet". Ply Sheets:—Two layers Type 61 "Flintglas Ply Sheet". Cap Sheet:—One layer Type G3 "Flintglas MS Cap M® MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Santafe Tile Corporation 8825 NW 95"'Street Medley,FL 33178 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: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, stateand 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 amdtkt re has been no charngo..:. 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 rye...*.*. ion or change...m the • . materials,use,and/or manufacture of the product or process.Misuse of this NOA as an ery p*fjQfhent of aby produq. for sales,advertising or any other purposes shall automatically terminate this NOA. Failurst"r*Qmply with any section of this NOA shall be cause for termination and removal of NOA. 0000 •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, IMridg, andJbilDtWd by'the • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. ' NOA No.: 15-0915.09 MIAMFDADECOUNTW Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured by Ladrillera Santafe S.A. in Bogota,Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code,do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santafe `S' Clay Roof L= 18" TAS 112 One piece high profile clay roof tile equipped with Tile W= 11.1" Type I two nail holes. For nail-on,mortar set and adhesive Thickness=0.39" Grade 1 set applications. Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota,Colombia 2.2 SUBMITTED EVIDENCE • ...... . ...... Test Agency Test Identifier Test Name/Rcyprt Date • The Center for Applied Engineering,Inc. 94-156-8 TAS 10,r.00. ;..Atig. 1991 • 94-156-9 TAS 1020*' '•'•' ...... .. . ..... The Center for Applied Engineering,Inc. 25-7205-1 TAS IZ:..• Uarch 1995.... The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 1(;d•:*: Sept. 1994• • (307023) 00..% 0 000 . . Redland Technologies 7161-03 TAS 108• '••M'P. 1991 • Appendix II (Nail-On) •' Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) NOA No.: 15-0915.09 MIAMMADECOUNTY Expiration Date: 02/01/21 .... Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants,Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants,Inc. 2353-70 TAS 101 09/22/03 IBA Consultants,Inc. 2353-71 TAS 101 09/22/03 IBA Consultants,Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 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 Miami-Dade County Product Control Section 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. •••••• 3.7 May be installed on slopes 7:12 and greater. . • ..... ...... . ...... . .. . 4. INSTALLATION •'�'•' .... 4.1 Santafe 'S' and its components shall be installed in strict compliance with Rdd'IT$g Appnca*ddn Stand;14?• RAS 118 RAS 119 and RAS 120. •••o••so o* •• oo so •••*• . 4.2 Data For Attachment Calculations . . . . ...... . Go o . . NOA No.: 15-0915.09 MIAMMADEcouNTY Expiration Date: 02/01/21 ' Approval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers—X(ft) Tile X (ft3) (ft) Profile Batten Application Direct Deck Santafe'S' 1 0.274 0.297 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Nail-On Systems Tile Profile Fastener Type Direct Deck Battens Santafe'S' 2-10d Ring Shank Nails 21.8 N/A One#8 Screw 29.161 2 N/A Two#8 Screws 38.28' N/A One#8 Screw w/Clip 57.31'2 N/A Two#8 Screws w/Clip 57.60' 61.77' 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mj(ft-L,bf) •••••• for Two Patty Adhesive Set Systems Tile Profile He Application Minimum A tHfifnent Resistancd' Santafe'S' Tile Bond 93 •••• Polyfoam Polypro AH 160TM -::r 4 • 2 See manufactures component approval for installation requirements. • • 3 Flexible Product, Inc.Average weight per patty 10.4 grams. • • • • • 4 Polyfoarn Product, Inc.Average weight per patty 9.4 grams. • Table 5A: Attachment Resistance Expressed as a Moment -Mf(ftlbf) ;...;. •••• • for Single Patty Adhesive Set Systems V691 Tile Profile Tile Application Minimum Attachment RlesiStance Santafe 'S' Polyfoam Pol pro AH 160T" 63.85 Polyfoarn Polypro AH 160TM 61.96 5 Paddy placement of 63 grams of Polypro AH 1607A" 6 Paddy placement of 24 grams of Polypro AH 160Tm. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe'S' Mortar Set 23.6 NOA No.: 15-0915.09 MIAMMADECOUNTY Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH"S"CLAY ROOF TILE G. 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 DRAWING When using one screw use this hole. 18" O 0000.. 0000.. 0000.. 0000% 0000.. .•0000 0000 .. 0000 .. 00.00 00 00 0 00 .000.0 ...... 11.1" • . 0 . . 000000 0000.. . . . 0000 . 00 . 00090 0 go 0 "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 15-0915.09 Mu►ME�eCouNrr Expiration Date: 02/01/21 �FgjmlyjvjApproval Date: 01/21/16 Page 5 of 5 MIAMI, MiAMi-DADS COUNTY = 0 PRODUCT CONTROL SECTION DEPARTMENT OF PEMMITTING,ENVIROMMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Slrcel,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,, „.mla�„idadc.eo,ruc,a 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AFIJ). This NOA shall not be valid after the expiration date stated below. Tile Mianii-Dade County Product Control Section (In Miami Dade County) and/or the ABJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance proposes. 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(lie 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: 3MT”2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. :0 0 0:6 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and theie01ias0been uad�iige 0000.. in the applicable building code negatively affecting the performance of this product. • 0000.. 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revisieg o?:flange;I Nies• •0 6 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsWliggl,gf any y►pdtlpt,for .•�..• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to convo 1ij fli any$edt"-pof this NOA shall be cause for termination and removal of NOA. 0000.. .• . . . ....00 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flolyda, acid fol-141 d by the expiration date may be displayed in advertising literature. If an),portion of the NOA is displaycol,then it shall done ;...•: in its entirety. •6 6 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#t 1 l-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. Y NOA No.: 12-0228.18 Expiration Date:05/10/17 IffMALMI-DADE Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3M"'2-Cmnponeut Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attaclunent calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT^' 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPackO 30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 :000% roof tile adliesive. MANUFACTURING LOCATION: 1. Tomball,TX. .••••• •• • .... . .. ..... PHYSICAL PROPERTIES: • •• •• • •• •••••• Property Test Resl> o••. .' ASTM D 1622 1.6 lbs./R' ••••'• Density •••••• Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise ' Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks +6.0%Volume Change @I 58T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 =MIAW.DADECOUNTY Approval Date:05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by.accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ranntech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11116/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/92/99• • 520109-2-1 • ...... . ...... LIMITATIONS: •••••• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembli T Fire rat"�g. •. • ... . .. ..... 2. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, lom%&4ugli tile+profjes. ..:..' 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAV20. 4. Roof'Tile manufactures acquiring acceptance for the use of 3MT11'2-Component Foam*01`Tiie Adlncsive.AH- 160 roof the adhesive with their the assemblies shall test in accordance with TAS 101. . 5. Roof'Tile manufactures acquiring acceptance for the use of HANDL-STICK roof tile adh6slve;,itb tincl)•'tP8. • assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W 2 F'= MS NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMMADECOUNTY Approval Date:05/10/12 ,. � ,. l Page 3 of 7 i J INSTALLATION: 1. 3MT11' 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MT11'2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT11' 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of 3MT11'2-Component Foam Roof Tile Adhesive Al-I-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MT"'2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MT"'2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualifled Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MT"' 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MT" 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 placement and mininnum patty weight shall be in accordance with the'Placement Details'herein. Each generic the profile requires the specific placem(:V jiAgd 6 0000.. herein. • 0000.. 00000 0000.. Table 1: Adhesive Placement For Each Generic Tile Profile • 006.6. 0000.. Tile Profile Placement Detail Single Paddy Weight Two haMy Weigkt Pew Min.(grams) paddy 4wril.(grams)6• Flat,Low,High Profiles #fl 35 A 66666 0000.. High Profile 2 Piece Barrel #1 17/side on cap and 34/ an A • Flat,Low,High Profiles 42 24 •VA 6 0000.. Flat,Low,High Profiles 113 • 8 6 6•• • .. 0000 0000.. NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAM16%DECOUNTY Approval Date: 05/10/12 a Page 4 of 7 LABELING: All 3MT1,t 2-Component Foam Roof Tile Adhesive AH-160 containers sliall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastiecement Paddy(BervlhTi'e) Nail through Plastic cement Paddy{Beneath Tde) UndedaymEnl •� Undedayment 1 1 • _ _ - r2 in - - - �. - `e'2 in UveCore ' fascia Fascia MiPWO Eavecourse ady: Evaeourseony: Eavectosure Ktepadheshreappror Keepadhesereappsox. Ddp edge Farm Closure 41n.upfromwtepholts 4In.uphomweepholes • • Nall through plastic cement Padd(Beneathenough •••••• !l6 ) t Place enou h adhesiva t°achieve 17 l0 2l OpOaral 1x1�0r • • • square who inconlacwththe Pan tile steeppitchapp5layErss *Rag througlWa tictwe t •• - -_ - 2)Turn covers upside loan Place adhesive V2 In. • To I In From outside edge Omer Dle. 006 • • • • I -- - Then InstaD the 61e. o •••••• Undeilayment i y/ • •• ••••• • 1UK 2 In. _ ---- • •o • 0000•• • - _ 0 - • • •06000 • • • EaaCane %y -• � • • � 0000•• • 6 • 0 66660• 6 6 • • Easy Cbsure Rtmaa • • Erre course only top po tort �'' •SMatTln9 Kelpzdhssh'aapprovAln.up Fascia of the eave from weepholes course cover Ve. wto-Hord course of opeonal pan Ves.Ensure we and of Polnt•uitNodar part and cover t2esare onI longitudinal flush st acre ling. edgeos of 6.! Eavecloswe Vkephofe Fasciaao r (morlarshmm) NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMFDADECOUNTY Approval Date:05/10/12 a e Page 5 of 7 Amr,,stw PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy(Beneath rile) Nail through plastic cement Paddy(fleneath Tile) Undedayment Undeflayment 1 • 1 - 71n. i.er211. 7 lnft-21n. Eave Course Fascia fascia Weephole %Eave Course Eave closure Orlp edge Eave Closure I Nail through plastic cement Paddy(Beneath Tile) Un4erlayment 71n. y •:0009: Oe *fee • .. • 000000 00 0 00000 00*000 000 000000 0 Eave Closure • 0 Eave courseFascia 00*0 0 0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMI-DADE COUNTY Approval Date:05/10/12 Page 6 of 7 ADuESVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under tile (between tile) Underlayment Single paddy between tile Paddy 2 In.x 7 In.medium (under tile) size paddy eove course only 4 in, Single Single paddy on 2 In. paddyon under. under. Single paddy Fascia Ea a course on top of tile Weepbole Single paddy Eave Eaveclosure In.X 7 In.medium Course on top of tile size paddy eave DrIpedge scia course only Nall through plastic cement Single paddy under tile Single paddy between tile ,R�3- Single paddy Single paddy EaveClosure on top of tile 2 In.x 7 In.medium size paddy eave course only Faye Course Fascia ° ° E ND O]PTHIS ACCEPTANCE NmA No.: 12'0228.18 ox|A,otxvoDate: 0S//Nz? Appmvo\mxm:m5�0/xz ��— Page 7vy? MIAMI[> y: DIIANII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND RECULAI'011Y AFFAIRS(PERA) 11805 SW 26 Strec(,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.Inia1uidade,goy/cera Owens Corning One Otvens CornirgParkway Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of colistruetion 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 Count),)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: Weatherlock*Specialty Tile& Metal Underlayment 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 .00090 in the applicable building code negatively affecting the performance of this product. .. 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a rey!io or change in the �•••• materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endgl;;;cnt of 0Qy w•oduct,;••••; for sales,advertising or any other purposes sliall automatically terminate this NOA.Failure tc "Iiply Ntfit(f ally sectipu... of this NOA shall be cause for termination and removal of NOA. 99:69: •• so:..* 99 .. . .. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, 1:1b1ifl'a,' and folifted by the•. expiration date may be displayed in advertising literature. If any portion of the NOA is displayeJ,the»'t duan be dobe in its entirety. •99• 9999 "": 99 • 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#09-0908.06 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0309.03 RAMI•D�• Gcpiration Date: 07/31/17 ,...6 Approval Date: 07l05/12 Page I of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Weatherloce 36"x 33.3' rolls TAS 103 SBS self-adhering asphalt street material with a Specialty Tile& 36"x 66.7' rolls white or•green glass re-enforced polyester Metal Underlayment surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Under",ricers Laboratories, Inc. R14610 Follow up Service 03/28/02 TRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114 (14) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 1.55 08/08/07 Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103/ASTM D4798 02/14/11 APPROVED ASSEMBLIES: 1111.... 1111 Deck Type 1: Wood non-insulated new construction •••••• • 1111.... 1111.... 1111.... Deck Descriptiou: 15/J2"or greater plywood or wood plank 1111.. �. ;••••; 1111.. . 1111 1111... System E(1): Anchor sheet mechanically fastened deck,membrane adhered. 000090 o f 0 *see*• 00 0.0 ; 00 1100:0 Base Sheet: One or more plies of ASTM D 266 Type It or ASTM D 2626 with %1:41 ihjurn 4' side lap ancf a 1111 6"end lap mechanically fastened to deck with approved nails and ti4 caps V" o.c.at the laps apoe,, 11 two staggered rows 12"o.c. the field of the roll. . 11 11.... 1111000.• 00 Membrane: One or more plies of Weatherlock`�Specialty Tile&Metal Underlayment with ai-avi'm am 4" side lap and 6"end lap. Place the first course of membrane parallel to the cave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlocko Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 MIAMI•DADECOUNTY Expiration Date: 07/31/17 a' ` Approval Date; 07/05/12 Page 2 of 3 LIMITATIONS: ' 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. «Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock"' Specialty Tile &Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock° Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock Specialty Tile&Metal underlayment sliall be 6:12 when tiles are loaded directly to the Weather[ockt Specially Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock` Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock° Specialty Tile& Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock' Specialty Tile&Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (ABJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefi►Ily checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll T"10:dle center outward in both directions. • 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface Wit►g spaial a4entio►r b 9:• •0090• • 9 0 overlap areas. :0000: 13. Flash vent pipes, stacks, chimneys and penetrations in compliance Nvith Roof Asseul'hly"fl-rent VrdggA ConVpl.. Notice of Acceptance and applicable Building Code. ...... .. . ..... 14. Ail protrusions or drains shall be initially taped with a 6" piece of underlayment.:Or1e:flashing to a shalloge": pressed in place and formed around the protrusion to ensure a tight fit. A second layQ-of XIcatlne►;lock. Specijl,�X Tile&Metal underlaynnent shall be applied over the underlayment. • 00*00 9 • 15. All products listed herein shall have a quality assurance audit in accordance with thel loritia Bu981i?Code ;nd 9 Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MDE COUNTY jjj III END OF THIS ACCEPTANCE NOA No.: 12-0309.03 MIAMhDADECOUNTY ENpiratim►Date; 07/31/17 Approval Date: 07/05/12 Page 3 of 3