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RF-17-852 Permit'Ato RP4.17-8 2 Miami Shores Village Pet)'i11t Type:Roof 10050 N.E.2nd Avenue NW l lsss*ation:TWFlat Miami Shores,Ft 33138-0000 �, "' h Irrz7i#Stats A*PRO ECS. yF— ,0 Phone: (305)795-2204 tonmA hse: te:4161 Expiration: 10/02/2017 Project Address Parcel Number Applicant 82 NW 102 Street 1131010180170 Miami Shores, FL 33150- Block: Lot: WILLIAM HOUSTON Owner Information Address Phone Cell WILLIAM HOUSTON 82 NW 102 Street (786)457-1971 MIAMI SHORES FL 33150- Cont ctor(s) 3150-Contractors) Phone Cell Phone Valuation: $ 25,942.00 PAUL BANGE ROOFING, INC. (954)981-7663 _... Total Sq Feet: 3000 �. i:. Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:3 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-3-17-63483 CCF $15.60 04/05/2017 Check#:4190 $809.60 $50.00 DBPR Fee $4.50 DCA Fee $4.50 03/29/2017 Check#:4148 $50.00 $0.00 Education Surcharge $5.20 Bond#:3363 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $859.60 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 uthe e.I authorize the above-name o ractor to do the work stated. e-14 ZApril 05,2017 Authorizednatur :Owner' / Ap n / Contractor / Agent Date Building Dep rtment Copy April 05,2017 1 (� r-tpq c q - I� g f 63 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: Friday, May 26, 2017 Order Number 17-PBR-227 Paul Bange Roofing 7000 SW 21 st Place P_ Davie, Florida 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Houston Residence Permit#: RF-3-17-852 82 NW 102nd Street Miami Shores, FL 33150 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 May 25, 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 Flat Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 51 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 - 11 Corner See Attached Diagram 35±5 Pounds Passed 12-33 Perimeter See Attached Diagram 35±5 Pounds Passed 34-44 Field See Attached Diagram 35±5 Pounds Passed 45-51 Hip/Ride See Attached Diagram 35±5 Pounds Passed All test results were found to be in compliance with TAS-906 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. Sin6erei , Keith LeBlanc, P.-E. Federal Engineering&Testing, Inc. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#16-0203.07 • DEND Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation V N -- a=0.1(w)= 0.1(59')=5.9' a=0.4(h)= 0.4(15')=6.0' Perimeter Dimensions= 4.0' Figure R301.2(7)Componet&Cladding Pressure Zones Corner Area: 176 S.F. = 11 tests Perimeter Area: 672 S.F. = 22 tests Field Area: 1352 S.F. = 11 tests Ridge Caps: 132 = 7 tests *All dimensions are approximate* Total Tests Performed. = 51 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: Houston Residence Test: TAS-106 Tile Uplift Test Project Address: 82 NW 102nd Street (Test location sketch is not to scale) Miami Shores, FL 33150 Job Addressd re of,' Permit#� — � o 1��'J �rJ �� r 3 -7 —9',S � .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, Registered rchitect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. I hereby certi at the existing or supplemental fasteners have satisfied the requirement of table 201.1 (8d rou a rin shank @ 6"o.c.max.) 7— er's Si�ature� Date 7�' �UiOtt rint Certifiers Nam S s 'bed before me this day of 1012 l I 20 ` genal own to me or or produced ID Notary Public State of Florida Seal Yvette 6orromeo My Commission FF 974520 otary Pu c,State of Florida(signature) „,�® Expires 03123/2020 Complete Secondary Water Barrier affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Secondary Water Barrier Affidavit I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 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) Miami Shores Village .... qp,M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 lOR1mA Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT 1 Rul Rlicensed as a(n) ontractor Engineer/Architect, (Print name and drde Ucense Type) FS 468 Building Inspector License#: WA�36q On or about Z 2 5' / I did personally inspect the roof deck nailing (Date&Zwork at —6 . (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) ��+r�111111111////� \\,,\\\`j: , LE MqR�� `�\ �;•o�M1SSIpN �F�is� �O P\)%L 2, N Signature 0- 015842 015848 : ��f>'• edInSUT the��e ••�O State of Florida �81/�,STATE�`��o \\ County of Dade. ////11111111�� The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Swore to and subscribed before me this dOf Notary Public, Sate of Florida at Large 'General,Building,Residential,or Roofing contractors or any individual cedMed under 468 F.S.to make such an Inspection.Indude photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each Inspedion o•.ae�—(7mnrm4n1An4»mo �sMiami Shores Village RECEIVED MAR 2 9 2017 Building e art ent 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 `11 FBC 20)y 5 BUILDING Master Permit No. 1-7 " �2 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC F-] ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [:] CHANGE OF 0 CANCELLATION 0 SHOP p CONTRACTOR DRAWINGS JOB ADDRESS: 0 �+ tj � 1 0 3, 3Vv -e--e- City: Miami Shores County Miami Dade Zip: Folio/Parcel#: �-�)fa > )rfS- ®I 71) Is the Building Historically Designated:Yes NO Occupancy Type: 'Sr Load: Construction Type: vc Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):I-0l I l ILLLI o doo��(� n Phone#.��3(0- T---7- «-71 Z 1 Address: (9 1) l3 1 n - �rV eC-� City: NkL 0,,A\ l State: \ Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:P, Phone#:CL)Q9-1-3 Address: :�Z(n66 -%( o City: 0 l State: Zip: Z Qualifier Name: 1 Phone#: State Certification or Registration#: C, Certificate of Competency#: DESIGNER:Architect/Engineer: �v Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �J °� Square/Linear Footage of Work: ®® Type of Work: ❑ Add' 'on X Alteration ❑ New ElRepair/Replace El Demolition Description of Work: -e Specify color of color thru tile: (jam Submittal Fee$ • Permit Fee$ t�300. ;z- CCF$ t� ' 60 CO/CC$ _ Scanning Fee$ 0 Radon Fee$ 1' DBPR$ y' Notary$ Technology Fee$ 2C) R() Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ' TOTAL FEE NOW DUE$ 309 (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. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1714-1 LA 20—�by _�'� day of_I'MA-1 t,vll 20-!`l by / �I?Nho is personally known to 0j"j I— who is ersonally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: -~ Sign Print: Print: Seal: 4pRY Pu® Notary Public State of Florida Seal: aa+Pu Notary Public State of Florida �� Yvette Borromeo % Yvette Borromeo My Commission FF 974520 My Commission FF 974520 9�oe F`® Expires 03!231202 oo �s 03/23/2020 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ®�.93 P.� Miamo Shores Village eee■ Building Department 10050 N.E.2nd Avenue % ova Miami Shores, Florida 33138 �0Ri ' 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: 3 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: T a Gly M Roofing Permit Number: Dear Building Official: l I I1I1w'� certify that I am not required to retrofit the roof to wall connections of my building because: 'The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o 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) Signature �4XPrint Name State of Florida County of Dade The undersigned,being the first duly sworn,deposes and says that he/she is the owne for the above property mentioned. before me this � � da �� L 7�� Sworn to and subscribed b Y of ♦Pa"Po Not Public Stat®of Fioride� - ' �r Yvette BorromeO My Commission fL 9702 Notary Public, Sate of Florida at Lar l < F 'Fcr v� Expires 03123/2020 • When the just valuation of the structure for purD o axation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 512112009 DAME:954-792-ROOF(7663) a STATE CERT CC C033691 N.BROW:954-566-ROOF(7663) . LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) • Member of 1-877-981-ROOF(7663) �OlO� Y Better Business Bureau PROPOSAL SUBMITTED TO DATE 3—/7—,;2 /,7—a 017 PI JfdiVE -5 ZZZI 41 NAME JOB NAME ( Y�✓ d d v �� 4 0 STREET STREET ?rd 4/0--1 CITY STATE ZIP CITY I ° fl kr—f S,TA�E ZIP /j_0 EMAIL ��p�•'�y We hereby submit spec141tn>tion and estimate for PREP WORK SH GLES emove existing roof to a clean workable surface and ® Ins II# baseheet. di of debris. LXins ip metal. ®t1 Replace rotten sheathing at$��per oot. ® fige fungus resistant shingles. (Plywood replaced by square ft.) l b p ® Color �'mstall new lead flashing to all plumbing vent stacks. nstali now 26 gauge 16"galvanized metal to all METAL valleys and tle-Ins. ® Insta under I yment. ,Q-Ifxpose ®Not Exposed L ® Install Ire barrier. ype of roof to be removed( S` P ��). ® Install ve drip metal FLAT ROOF/LOW SLOPE ® I all eta[roof. ��,1//tall#�base sheet as per code. -LSI I1 tall -io W p[ys of ply Iv figergiass felt. ,T—IILLE I � Zri stall 3X7 In.eave drip metal. Jlnstall#beftblp d base sheet. 'C I Ins 1 mineral surface p�ed��G�.0 cap sheet. � install . In.eave drip metal. Install tappered insulation:Yes°!NO installf f�'cZ. the underlayment. *Please initial_ jZInstall the set in alrs Owe G/ t'5", A �—f / &Yer ti �y�C' 60 e20 7�'eJP CIL f c/i G s p' 7" r Pi' P e CO we herby pro to fumlsh labor and metp in a rdance the spedflcations tar the span of (s payment to be made as follows METHOD OF PAYMENT: WARRENW TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrents wrorlar ansh[p for a period at years. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY THIS COIU'TRACT IS SUBJECT TO OFFICE APPROVAL Authorized Slgnature � Roofing Specialist ACCEPTANCE OF PROPOSAL ACCEPTED Sig .4/� Print f/ f �Ati Date MUM a cop"ENCEMEW i illili hili cilli illll�llil l!!il dill lila Nli A RECORDED COPY MIDST BE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION PERMIT NO. . TAX FOLIO NO '��D�'D��"®�7O OR BK 30472F'9 4591 ( Pgs) RECORDED 03/28/2017 12:09:49 19:49 / 7� 7o HARVEY RUVINP CLERK. OF COURT STATE OF FLORIDA: 11THC1I-QACE C:OUht'fYr FLORIDA COUNTY OF MIAMI-DADS: THE UNDERSIGNED hereby gives notice that improvements will be ftdb'gd certalh rbai e property,and in accordance with Chapter 713,Florida Statutes,the Commencement. Is provided In this Notice of CommencWITNESS mkWw an[i an n �c,00 F'4 • HARVEY RLI\iPd, LER or ; c�r aid�- � 3 �jI�M7 Space above reserved for use of recording office 1.Le description o��perty and street( ddress: X11 f i �f/ 2,Descrlptldn of improvement: f� v 3.Owner(s) name and address: 144 <� �l interest In property: Name and address of fee simple titleholder: �o ev L Contractor's name,address an hone n ber: 5.Su I: P ment bond required by owner from contractor,If any) Nam , d r and phone number: Amo n o o d, 6. Lends and address: 6. Persons wl i the State of Florida designated by Owner upon whom notices or other documents may be served as provided y Section 1 . 3( 7., Florida Statutes, Name, e S an phone number: 8. In additionAsa i If,Owners designates the following person(s)to receive a copy of the Ltenor's Notice as provided in Section 713.13(1)(b) r d tatutes. Name, addr d phone number: 9.Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING CO OWNER:ANY PAYMENTS MADE BYTHE1,SECTION NER 713.3 FLORIDA SRTHE ON OFTHE NOTICE OF TATUTES,AND CAN RESULT IN YOUR PAYING TWICE OR IMPROPER PAYMENTS ENCEMENTARE CONSIDERED UNDER CHAPTER 713, PART 1, UST BEECORDED AND POSTED ON THESITE BEFORE THE IMPROVEMENTS TO NOTICE OF TAiN FINANCING,CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE OCOMMENCING WORK FIRST INSPECTION IF YOU INTEND 0 O OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signa#ure(s)of Owners)or w er(s)'Authorized Officer/Director/Partner/Manager �6,I@ ,,,,P� PA,cqng, Inc. Prepared By . r Prepared By Print Name ' Print Name l`t 'n "`d `�" Title/Office3316 7 Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE y��I L The f regoi instrument wa cknow/�� d�efore me this day of B �.�- f �� t* �J5 for Individually,-or U as of identification: Personally known,or 0 produced the following type Signature of Notary Public: Print Name: (SEAL) t VERIFicATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and ,e " Notary public State of Florida that the facts stated in it are true,to the best of my knowledge and belief. �' Yvette6orromeo FF 074520 Signature(s)of Owners)or Ow er(s)'s Authorized OfflcerlDirector/Partner/Man g By By 123_o1-52 PAGES 6/12 3/22/2017 Property Search Application-Miami-Dade County �w OFFICE Summary Report Generated On:3/22/2017 Property Information Folio: 11-3101-018-0170 Property Address: Owner Mailing Address ' PA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ "f �a Primary Land Use 0101 RESIDENTIAL-SINGLE U. FAMILY: 1 UNIT Beds/Baths/Half 2/11 /0 Floors 1 Living Units 1 Actual Area 2,411 Sq.Ft Living Area 1,911 Sq.Ft Adjusted Area 2,068 Sq.Ft Lot Size 8,640 Sq.Ft Year Built 1950 Taxable Value Information Assessment Information 2016 2015 2014 Year 2016 2015 2014 County Land Value $190,291 $140,556 $116,770 Exemption Value $50,000 $50,000 $50,000 Building Value $14 $145,629 $141,973 Taxable Value $96,849 $95,829 $94,672 XF Value $0 $0 $0 School Board Market Value $335,807 $286,185 $258,743 Exemption Value $25,000 $25,000 $25,000 Assessed Value $146,849 $145,829 $144,672 Taxable Value 1 $121,849 $120,829 $119,672 City Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value $96,849 $95,829 $94,672 Save Our Homes Assessment $188,958 $140,356 $114,071 Regional Cap Reduction Exemption Value $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value $96,849 $95,829 $94,672 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). I Previous OR Book- Price Qualification Description Sale Page Short Legal Description 19152- Sales which are disqualified as a result of 1 5341 06/01/2000 $0 0578 examination of the deed NAVARRO SUB PB 12-59 18968- Sales which are disqualified as a result of LOT 8&W1/2 LOT 7 BLK 2 01/01/20001 $0 1655 examination of the deed LOT SIZE 80.000 X 108 OR 19152-0578 06 2000 3 11/01/1999 $0 18876- Sales which are disqualified as a result of 1104 examination of the deed 02/01/1997 $89,500 17554- 3465 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 3/22/2017 Miami-Dade County Clerk-County Recorder's Official Record Search ome(http://www.miami-dadecterk.com/home.asp) nline Services(http://www.miami-dadeclerk.com/0nline_services.asp) bout Us(http://www.miami-dadecierk.com/about.asp) ontact Us(http://www.miami-dadeclerk.comicontact.asp) y Account(https://www2.miami-dadeclerk.com/PremierServicesAogin.aspx) 'if eowr HARVEY RUVI CLERK of the COURTSAim -DADE COUNTY,FLORIDA MIAMI ,. Miami-Dade County Recorder's Official Record Search N Back to Search 44 Printer Friendly Search Criteria Recording Book/Page:19152/0578 ,= County Recorder's Official Record Search Results Displaying t to 2 of 2 First Party(Code) Clerk's File No Doc Type Rec Date Rec Book/Page Plat Book/Page Blk Legal Misc Ref Second Party(Code) 2000 R 283995 DEE 6/13/2000 19152/578 12/590 2 W2 OF LOT 7&ALL OF LOT 8 HOUSING&URBAN DEV(D) SPECIAL HOUSTON WILLIAM A& CECILIA E 2000 R 283995 DEE 6/13/2000 19152/578 12/590 2 W2 OF LOT 7&ALL OF LOT 8 HOUSTON WILLIAM A& SPECIAL CECILIA E(R) HOUSING&URBAN DEV N Back to Search -9 Printer Friendly Please be advised: The Miami-Dade Clerk's Office makes every effort to ensure the accuracy of the following information;however it makes no warranties or representations whatsoever regarding the completeness,accuracy,or timeliness of such information and data.Information on this website has been posted with the intent that it be readily available for personal and public non-commercial(educational)use and to provide the public with direct online access to information in the Miami-Dade Clerk's Office Information systems.Other than making limited copies of this webslte's content,you may not reproduce,retransmit,redistribute,upload or post any part of this website,including the contents thereof,In any form or by any means,or store it In any information storage and retrieval system,without prior written permission from the Miami-Dade Clerk's Office.This website does not provide legal advice of any kind.If you require legal advice,please consult a qualified attorney of your choosing. Service through the Clerk's electronic access is not the official record of the Clerk.In order to assure the accuracy of the data or information,the Clerk's Office should be consulted regarding the Official Court Record. If you are interested in obtaining permission to reproduce,retransmit or store any part of this website beyond that which you may use for personal use,as defined above, visit our Web API Services (https://www2.miami-dadecierk.com/Developers). To review the complete Miami-Dade County Disclaimer, follow this link: http://www.miamidade.govAnfo/disclaimer.asp(http:/ANww.miamidade.govAnfo/disclaimer.asp) https:/Awvw2.miami-dadecierk.com/OfficialRecords/StandardSearch.aspx?QS=IHVIhHQhIZoJRUWXnt iwk4DbQSgn3axpexeLgy7vC+gaKPjrrH6A== 1/1 3/22/2017 Miami-Dade Official Records-Print Document PREPARED BY AND RETURN TO: LILIA ORTEGA C. OFF 7 77'lIWE OAKRSLAND NPARK BLVD., #131 HEC:19 152PC 57_8 Sunrise, E7. 33351 FNA CASE NO.:09g-690213 PARCEL ID NO: 1 1L- 3101 --O gam- Q( 0 GRANTEE(S) SOCIASECURITY tJ L�CrF22g399� 20100 JUN 13 15:57 DOCSTPDEE 720.00 SURTX 0.00 HARVEY RUVINr CLERK DADE CHUHTYr FL Space Above This Line for Recording Data THIS DEED IS NOT TO BE IN EFFECT UNTIL: pDEED FOR FLORIDA This Indenture, made this _ C1 day of ;41 J n E=_,2000, by and Between Andrew M. Cuomo, Secretary of Housing and Urban pevolopment., of Wauhin tor:, U.C. (hereinaf er_ ret'erred to as "Grantor"), and WILLIAM A. HOUSTON AND CILIA E. HOUSTOI�jJ� hereinafter and to as "Grantees" Whorover used 1wrin the torms gr-antor" a-�n -=grraantev: shall inciutle all parties to this instrument and the holrs, legal r,.prrsrentatives of individuals and the succenuorn .arnd assigns of corporation)whose address ir.::82 MAI 102"' ST.1.1IAt41 SI(ORES,FL WITNESSETHn That the said Grantor, for and in conaider.,tion of the num of TEN DO1,LARS, t.;IO.UO) to him/her in hand paid and other valuable consideration, tho receipt whereof is hereby acknowla,dged, had granted, bargained, sold, aliened, rumisod, released, conv,ryed and confirmed, and by thuso presents doth grant, bargain, sell, alien, remise, release, convey :and confirm unto thn ::aid Grant-"(n1 and the lmiru and assigns of said Grantee(s), forever a]1 that certain parc..l of land lyinq and being in the Country of Dade, and the State of Florida, more particularly doscrib•:d as follow:a, to wit: "SEE ATTACHED OFFICER RESTRICTION " THE WEST 1-5 OF LOT 7 AND ALL OF LOT 8, BLOCK 2,OF NAVARRO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 12, AT PAGE 59, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. BEING the same property acquired by the-- Grantor pursuant to th.r provisions of tire National housing Act, as amended 112USC 1701 of seq.) and the Department of Hou nfng and Urban Dovelopment act (79 State. 667) . TOGETHER with all the tonemonta, heroditamnnta and .ppurtenancena thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rants, lsnueu and protits thereof. And also all the estate, right, title, inn..+rest, property, possennion, claim and demand whatsoever, as well in law as inequity, of the Grantor,or, in .and tj the same arid every part and parcel thereof, with the appurtenancus. TO HAVE AND TO SOLD the above granted anu d._:;cn ibwi pr.•mtuu:; with the appurti:nancen, unto the Grantees) and the heirs and assigns of :::aid Grantc•._(:;r, to th•:lr auly proper us,: arid b••n.•flt in f•J.: simple forever. SUBJECT TO ALL covenants, restrictions, •:a!i,:m,tnt:,, cundacion .and rights .appearing of record and to real property taxes for the current and subsequent ye_a1:: and ::ubj.:ct to ..ny state of facts an accurate aurvey would show. AND the said Grantor does hereby ::pe:i:ally warrant th•: titl.i tv said land againut the lawful claims of all persona claiming by, through or under Grantor. IN WITNESS WHEREOF the undoroignad has not hia hand and seal as SOUTHEAST ALLSANCE FORECLOSURE SPECIPLISTB BY VIRTUE OF LIMITED POWER OF ATTORNEY RECORDED IN OR BOOK 10601, PAGE 0649, NORCROSS, GEORGIA, for and ou behalf of thn ::aid 5ectetary of Housinq and Urban Duvolopment, under authority and by virtue of 35 F.R. 16106 (10/14/70), a:, ..m,:nded. (Tits•: 24, Chapter 11 tart 200, Subpart D., and 35 F.R. 16106 (10/14/70), as amundud by F.R. 7i.0n, 2/27/114). Signed, sealed and delivered in the ANDREW M. CUOMO th resence of: rs a•t.ac y,ea•partmvnt of Jrousuag and Urb.ua Ii.•velup:ntnt. By: Print Nam !7 R✓FC�y );SFATi�F ;southeast Alliance Foreclasuz6 Sp•cialists _ by virtue of Limited Lower of Attorney r?foord•;d in OR Doo): 16601, Page 4649 Print Nam : tt „ seas 1.011^!: PAVYWA•f, :..U:TE 2000 STATE OF GEORGIA COUNTY OF Gw 1 nirle}{- Becky Heatherly. Before me personally appeared who is iu.rnrnnalJy wall kno tum.r to ba• chs duly appointed Attorney in Fact by arm tun of1. mii-[.:JPow-,z or Att.utn..•y a._eord"d in uR Boo): 113601, 1•:.go 4(.49 , Norcross, Georgie and who produced ID as identification arid the puruan who uxucutsd thu foregoing instrumdnt.,•by virtue of the above cited authority and sukrItwlvdged before mo that by ,ixt-cuted thu s.ime as Attoz7rey�Lt1.,Fact for and on behalf of .�NWREW M. CUut•10 SECRETARY DEPARTt9£tiT OF HOUSING AND U613AN DEVELO T S C ur onou-therein er. rcased an wfi did ca a an oath. 'd ♦... witn�4,,• 1h •1y E;-cial: seal thio P day of -..000-- my- 000_MY• O T O e eft Nnl>mY Rd tc.&*MIM Courtly,G IM911Jl ' INrcwxnlsbmExpires Oct.12,2003 O Y PUBL C N ND O T STAT' Av AND ^UUNTY AEU I ^�,^ b;'., �p��`4 PR)N'1'ED tJA14E: J7J� + ler •CrllJr 11� https:/Avww2.m iami-dadeclerk.com/0fficialRecords/PrintDocument.aspx?QS=YaoUfOzxry2mJyl eBgTNmdi84TMw7FAvRQ%2bPkplAVoPs2XBi 15%2fuPRjpL.. 1/2 r � Florida Building Cade Sth Edition 12014) � High-Velocity HurFicane Zone Uniform Per i3 Application For �•�� f�(�-t f�li? �~ �1 11�L1�f UUL�1�J�'tl�l -•��'r� ��a �'�e`� wwwaowo Nam Job A. .m ROOF cATEGORY .`� 6_7t�bi�iiU ,S `.: s'•`l�•in i35P 2:1t='�.1�.�.'t-.g9 3t•.C, ..NS9u ' 1 r1ps if Paw-l"honobs Wood Shinabeffih ��O r hDaB m thea ® Prmcdpove OURJERAS ISO an$Vent staO? /�p q g Yes J NO ' • R1 7µ�m.OF U D PE n r z ona Q• 8 n ffli 6u'6.ft El Now. Rod j Repolir Low Mop Root AMR J F) S p 3g@pc 1 LRaof APS j3F) Tata0(SF) • Mw sedlo no-9 Man) • • Sketch Roof Pfarc Olu a81 ID1,70 k, Wwd 0=60"u, VOO dP@ln% O M, err, and oveftw drAna Induds dlD !v of C-actiOnD Ond 1OV89 TONY :0. 0. OG IT _!_!_ --�J•'•-1,-J _4� `� t f _ � _ � _ t f (_ i' u i✓�lsi9 •' , I _(:;.__.f J _t_f_tJ_ _: Z! ..Y(_—_.._4 _�; .!.I �^ ryt �•• •�,.d�..• —(--�— ..i- ..( , � 4 '!.i ,- t _�-' ' 4-{_}•-�.•,_ _..(=�«l.e �• t..�-f.. .�..1...3 -. ..1..'.. I 1"i 7y(•--...I„-I� _J_. [t-11.-! ^-� _'� 1 .__LLff-L[ fi„t I ' , Fill in specific Roof Asssembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (if a component is not ttlused identi as"NA") System Manufacturer tsi�l brf �`' Field: "oc @ Lap,#Rows -oc NOA No.: Perimeter: °oc @ Lap,#Rows Pages(Indicate applicable NOA pages): 10# d' Corner:_2(�2 oc @ Lap,#Rows @ "oc Design Wind Pressures,From RAS 128 or Calculations: Pmaxi:�Pmw: •'G.9 Pmax1-110f Number of Fasteners Per Insulation Board Max.Design Pressure,From the Specific NOA Field: Perimeter Comer System: Deck:Type: Mead illustrate Components Noted and Details as d Applicable: Gauge/Thickness: Wood blocking, Gutter, Edge Termination,Stripping Flashing, Continuous Cleat,Cant Strip,Base Flashing,Counter-Flashing, Slope: �/ t Coping,Etc. AnchorBase Sheet&No.of Ply{s}: �It? 4 ladigatp: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickppis, A hor/Base Shea Fa tenerBondin Ma ri Fastener Type , Fastener Spacing or Submit Manufaotu vers• 666696 I��fQSn �s �� a Details that Comply with RAS 111 and Ch$pter fro •• Insulation Base Layer. •! ' • Base Insulation Size and Thickness: ��7i • ••••• cz UY}ra irk J1� •• • Pa et Base Insulation Fastener/Bonding Material: �( FT• •Fictg 'sees • ...... �Yj -2Z d �, •.. •••••• Top Insulation Layer f+?�``l/ f jr� "e • • • • • • Top Insulation Size and Thickness:d y .� r,`1`�Q ^, t� � •..• : 000 }+Ttvi9 . • Top•insulation FastenerB Yndin M%t �eri 1: � � Base Sheet(s)&No.of Ply(s): OILY t- FT Mean Base Sheet Fastener/Bonding Material: f/ � Roof / Height Ply Sheet(s)&No.of Piy(s): �1yT,�g��13 Ply Sheet Fastener/Bonding Ma ria J TopPiy:/�Ij t� do' c�� Jfl��l� 101 Top Ply Fastener/Bonding tedal�f / Surfacing: �t�� -5; 1 MIAM1.Mi 00 IN1IAtlI%-DADS COUNTY �IIeI�1��A PRODUCT CONTROL SECTION 11905 SW 26 Stract,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADr*IINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) n�,w miamfdade.aovleeon®m4 CertainTeed Corporation 1400 Union Meeting Road,P.O.Box 1100 Blue Bell,PA 19422-0961 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 Mianii-Dade County Product Control Section (hi Mianu 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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may inunediately 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 Miarni-Dade County Product Control Section that this product or material fails to meet the requirements of the *see applicable building code. •••• """ This product is approved as described herein,and has been designed to comply with the Fioridd'Building 66 •. • 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,cin,VaN s and :• • following statement:"Miami-Dade County Product Control Approved",unless otherwise noted 116;e;3. • • ' RE,NEWAL of this NOA shall be considered after a renewal application has been filed and there hafrbeen; ..;. "" • • no change in the applicable building code negatively affecting the performance of this prgduct; •••••• .. ... 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 tbis NOA as an endorsement of any product,for sales,advertising or any other purposes small automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.08-0410.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 13-0204.14 Expiration Date: 06119/18 M1AM4t)ADECOUNTY Approval Date: 05130/13 Elow Page 1 of 16 i (ROOFING SYSTEM APPROVAL i i CaY Roofing Sub-Category: Built-Up Roofing Material: Fiberglass Dectc Tvpe: Wood A4laximum Design Pressure: -60 psf 'RADE NAME,S OF PRODUCTS(MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Sep cificatiou Description All Weather/Empire 36"x 65'10", ASTM D 4601 Asphalt coated,fiberglass reinforced base Base Sheet Roll weight: 86 lbs. Type II 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 (I 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 jn1pnic Surfaced Cap CoolStar Roll Weight:78 lbs. glass fiber surfaced with minegijlf•;0ules ' .: •••• (1 square) used as the top ply in conventi Mbuilt up • roof membranes. Covered wide e4kctive •• • CoolStar Coating. •••• • ...... . .. ..... Flintglas@ Ply Sheet 36"x 164'7"; ASTM D 2178 Fiberglass,asphalt impregnateMysfleet. '.:..' •••• • Type IV or VI Roll weight:40/55 Type IV or VI •••••• '. lbs. UL Type Gl '• �' (5 squares) • ' •••• Flex-I Glas Base Sheet 36"x 98'9"; ASTM D 4601 SBS Modified,fiberglass reinforced Uase • Roll weight:90 lbs. Type II sheet. •• (3 squares) UL Type G2 Flex-I-Glas FR Base 36"x 98'9'; ASTM D 6163 SBS Modified,fiberglass reinforced base Sheet Roll weight:90 lbs. Grade S sheet. (3 squares) Type I GlasBaseTm Base 36"x 98'9'; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight:69 lbs. UL Type G2 (3 squares) Black DiamondTrf 36"x 68'7";Roll ASTM D 1970 Self-adhering fiberglass reinforced Base Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) NOA No.:13-0204.14 Ft1AMbDADECOUNTY Expiration Date: 06/19/18 ...l Approval Date: 05/30/13 Page 2 of 16 APPROVED INSULATIONS' TAl3LE 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 Perlite 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 Johns Manville Corp. Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: i TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (AVitb Current NOA) •• 1. Dekfast Fasteners#14& fiisulation fastener SFS IjtecR . .... .... 00 0 , #15 HS .. .. 9999• .. 2. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2'/s"x 31/a" SFS btt� At. • .9000. Hex Plate 3. Dekfast Dekflat Round Polypropylene plate 3"x 3'/a" SFS Ic�t0cWe 0 0 ••,• ,.0..• Plastic Lock Plate •••••• ' Gee • "'•0 4. #12 Standard Roofgrip& Insulation fastener for wood OMCr,2 9.:.0• •••••• #14 Roofgrip and steel. ••• 0 9999.. 5. AccuTrac Hextra Insulation fastener for wood OMS,Iiic.' ••• • • 0 and steel • • • 006000 6. 3 in.Ribbed Galvahume Galvalume stress plate. 3"round OMG,file. •„ Plate 7. AccuTrac Plate Galvalume stress plate. 3"square OMG,Inc. 8. 3 in.Round Metal Plate Galvalutne AZ50 steel plate 3"round OMG,hie. 9. Trufast#12 DPH& Insulation fastener for wood Altenloh,Brinck&Co. Trufast#14 HD Fastener and steel decks U.S.,Inc. 10. Trufast 3"Metal Galvalume AZ50 steel plate 3"round Altenloh,Brinck&Co. Insulation Plate U.S.,Inc. NOA No.: 13-0204.14 Expiration Date: 06/19/18 ULM navac 109 Approval Date: 05/30/13 Page 3 of 16 EVIDENCE SUBMITTED.- Test Agency/Identifier Name Report Date TrinitylERD TAS 117(B) 3503.10.06 10/10/06 TAS 117(B) 06490.04.07-RI 06/27/07 TAS 117(B)/ASTM D6862 C8500SC.11.07 11/30/07 TAS 114 C8370.08.08 08/19/08 ASTM Physical Properties C10080.09.08-R4 03/25/10 ASTM D4601 C40050.09.12-1 09/28/12 ASTM D3909 C44200.03.13 03/22/13 ASTNT I D1970 C40050.09.12-2 09/28/12 Momentum Technologies,Inc. ASTIVI D 4601 AX31 GSD 09/05/08 ASTM D 3909/D 4897 AX31 G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8AI.AM 03/23/96 FMRC 4454 J.I.OD3A3.AM 04/04197 FMRC 4470 J.1.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 RI 1656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 ....�. PRI Constriction Materials ASTM D2178 CTC-122-02-01 0S/13JI2 Technologies LLC ASTM D2178 CTC-123-02-01 0371`3/12 ASTM D6163 CTC-066-02-01 0$Id;YIr ASTM D4601 CTC-127-02-01 037131162 0 6 6666 666666 . . .. .. 66. 66 6666.. 6666.. 6 . 6 6 6 � 6 6666.. 6666.. . 6 .....6 so 6 ... 6 66 NOA No.:13-0204.14 MIAMI•QADECOUNTY Expiration Date; 06/19/18 Approval Date: 05/30/13 Page 4 of 16 APPROVED ASSEM13LIESe Deck Type 1I: Wood,Insulated Deck Description: 19/32'or greater plywood or wood plank System Type A(1):Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor sheet: All Weathel/Enipire Base Sheet,Flex I-Glas,Flex-I Glas FR or G1asBasc 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/fe ENRGY 3,Multi-Max-3,H-Shield Minimunn 1"thick N/A N/A Approved Perlite Minimum'/"thick N/A NIA Approved High Density Wood Fiberboard Minimum%d"thick N/A N/A DensDeck,Dens-Deck Prime Minimum'/"thickN/A . � ....o. .. . :so*. Note: All insulation shall be adhered to the anchor sheet in full mopping of approved IWApbalt 6066:0 within the EVT range and at a rate of 20401bs./100 fe. Please refer to Roofing ApplicatleAo 9 :0000: Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be need :So ' only as base layers with a second layer of approved top Iayer insulation installed as the fma�• • " •`• membrane substrate. Composite insulation panels may be used as a top layer placed w1ttinh; : . 00 00 00 polyisocyanm ate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I Gla'sol±'lex-I- • •••• Glas FR or GlasBase base sheet directly over the top layer of insulation. A�Lere :99000 with any approved mopping asphalt at an application rate of 20-35 lbs'/W' ; 0 • Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type N)or Flintglas Premium Ply •• Sheet(Type VI)or ASTM D226,Type I sheet adhered in a frill 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 lb./sq.and 300 ib./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: -45 psf(See General Limitation#9) NOA No.: 13-0204.14 MIAMFDADECOJ!NDEM Expiration Date: 06/19/18 mow Approval Date: 05/30/13 Page 5 of 16 Deck Type 11: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plant{ i 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,G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4"and fastened with 1 I 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.e. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe ENRGY 3,Multi-Max FA-3,ACFoam-H,FlintBoard ISO,H-Shield Minimum 1.5"thiel{ N/A N/A Approved Perlite Mininnlm'/"thick N/A N/A Approved High Density Wood Fiberboard Minimum%"thiel{ N/A N/A DensDeck,DensDeck Prime "" Minimum 1/s"thick N/A "'* •• Note: All insulation shall be adhered to the anchor sheet in full mopping of approved l*e g o�I�ialt •• ••; •...; within the HVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Applicpfiq%• • Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall beitsed .. • only as base layers with a second layer of approved top layer insulation installed as theliaWo• •••• ••;••• membrane substrate. Composite insulation panels may be used as a top layer placed 1YR&MM: ••• ••"' polyisocyanurate side facing down. *00* ••••' Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-1-;1 :ftx-I- •• Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere :00000 ••• with any approved mopping asphalt at an application rate of 20-401bs/sq•'• Goo**:. •• • ••• • • Ply Sheet: Two o amore L of Flintgias Ply Sheet�fy pq M or Flintgias 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 lyof Flintglas Mineral Surface cap sheet or Flintgias Mineral Surfaced Cap CoolStar adllered in a fiill 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: I. Gravel or slag applied at 4001b./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: -52.5 psf(See General Limitation 47) NOA No.:13-0204.14 s °` Expiration Date: 06/19118 M1AMIMvADECouNTY g Approval Date: 05130113 Page 6 of 16 WOOD DECD S71STEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL ,IMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guideluies. All other layers shall be adhered in a frill mopping of approved asphalt applied within the EVT range and at a rate of 20-10 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c., or strip mopped 3"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(FD value of 275 IV.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, ."". as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. : .0. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attacluue�t i�b��ed •• •• •••,,, on a minimum fastener resistance value in conjunction with the maxuuwn design value h�.�t��y'Ithin a specific system. Should the fastener resistance be less than that required,as determined byj4e ,. • Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida re&Wge11' •••• ••••• • f Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted..Said •• ••••• revised.fastener spacing shall utilize the withdrawal resistance value taken from Testing A4)ieation •• ••• ••";' Standards TAS 105 and calculations in compliance with Roofing Application Standard RVR t t j. ••' 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requiremetits of these f:. •• areas. Fastener densities shall be increased for both insulation and base sheet as c&lcuigted in •••••• compliance with Roofing Application Standard RAS 117. Calculations prepared, signed'aiid sealed ••••• • by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant (IV- lien this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attaclmient and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conforin to Roofing Application Standard RAS 1 I 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and comers),Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation is specifically referred within this NOA,General Limitation#9 will not 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 I NOA No.: 13-0204.14 MtAMNDADHCAUNiY Expiration Date: 06/19/18 Approval Dates 05/30/13 Page 16 of 16 ?113/'2017 TGFU.11111356-Roofing Systems Anj.`MEL9i i 1�d'�tr? }:�tl�t�< I1"IIT 1OWl --- --- — -- Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems CERTAINTEED CORP R11656 ROOFING PRODUCTS GROUP 20 MOORES RD MALVERN,PA 19355 USA "1/2-in.thick(minimum)gypsum board or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardTM`.Roofboard"or 1/4-1n.thick(minimum) United States Gypsum Co. "SECUROCKO 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. However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeckO Prime Roofboard" or"DensDeck@ DuraGuardT" Roofboard" are to offset a minimum of 6-fn.with the butt joints in the roof deck.If polystyrene is part of the roof system,it must be placed below the overlayment Boa board. SGMRX)are 4-In. thick nlimit d to a maxium) United mum 3:1tes 2 slope when used over a combustible roof deck isum Co. "SECUROCKO Roof Board" (Type n and"SECUROCK@ Glass-Mat Roof Board" (Type system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath 1/2-1n. thick(minimum)gypsum board or 1/4-in. thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard" or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuard'" Roofboard"or 1/4-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 consL%cLl8m0ndicat.(J b iiory. •a Type GI"Flintglas Ply Sheet"Type 4 or"Flintglas Premium Ply Sheet"Type 6 are suitable alternates for Type 15 org*%4"R;Type(filo►'• "Glasbase Base Sheet"is a suitable alternate for Type 15 and Type 30 base sheets;Type G3"Flintglas MS Cap"is a"ita*alternate for Type 30 Cap Sheets."Flex-I-Glas","Premium Flex-I-Glas"or"Flinttastic Base 20 Sheet' is a suitable alternate for the Type,C4,ptass baWnd 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 hebaped fn pt�ac;0', • 00 00 0 Two plies Type G1 may be utilized In place of one ply Type G2. •0.•00 • • • "Flinttastic Ultra Glass SA"is a suitable alternate for Type G2 base sheet or"Glasbase Base Sheet". : 0 • :.00:0 '0 G o o "Black Diamond Base Sheet"is a suitable alternate for Type G2 base sheet or"Glassbase Sheet". :0 0. 0 :00 0 ;'• 1 "Flintlastic SA Nailbase"or"Flinttastic SA Ptybase" are suitable alternates for Type G2 base sheets In Roofing Systems(TGFU)that limit co:er 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 roof covering systems. The"YOSEMITE Venting Base Sheet" may be used in any of the folloviing noncombustible deck roof systems and,There indicated,in combustible roof deck systems. "Torch APP"may be utilized in any of the following systems that contain"Flinttastic STA". . "Flinttastic APP Base T"is a suitable alternate for any Type G2 base sheet. "Flinttastic Ultra Poly SMS" may be used in lieu of"Poly SMS Base"In all application Classifications. References to Type G2 base sheets includes"Channel-Vent GB". "FlintBoard Iso% "FlintBoard Iso Cold","FlintBoard Iso-T'or"FlintBoard Iso Plus",may be used wherever polyfsocyanurate insulation is specified. Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "FlintBoardH ISO","FlintBoardH ISO Cold", "FifntBoardH 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","FIIntBoardH 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 httpJldatabase.ul.com[egi-binlXYV/Lernplate( EXr/lFRAME/showpagehtml?name-TGFU.RI1656&censhartUUe=Roorirxg+Systems&objid=1074351981&cfg... 10 2/1312017 TGFU.R'ii656-Roofing Systerns insulation is used. DIax incline shall he in accordance with Classification established for the insulation/membrane roofing system, but cannot exceed 1:12. I-or Corltbustible 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 extruded 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 Cold" is placed over a minimum 1 layer of Carlisle "FR Base Sheet 1S" or GAF"VersaShield FB-IS"over a combustible roof deck.The insulation 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 extruded polystyrene),any combination,any thickness,may be used below the 1.9- in. minimum totall 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. 1 For Combustible Roof Decks-Class B: a 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 i "AC Foam III"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"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 deck joints 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. Unless otherwise indicated"Glasbase"is an acceptable alternate for Type G2 base sheet in all applicable Certifications. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulate belo,%v,limited t to 1730n. • • • • incline: .• • • • • Membrane Acceptable Alternate • Flintglas MS Cap Flintglas MS Cap CoolStar0 • Flintlastic GMS Premium Flintlastic Premium GMS CoolStar • • Flintlastic GTS Flintlastic GTS CoolStar •• •' Flintlastic Premium FR-P Flintlastic FR-Dual Cap,Flintlastic Premium FR-P CoolStar or Flintlastic FR-Dull Cap TolStar • Flintlastic FR Cap 30 T Flintlastic FR Cap 30 T CoolStar : • • :•••• Flintlastic GTA Flintlastic GTA CoolStar • Flintlastic GMS Flintlastic GMS CoolStar Flintlastic SA P-Cap FR Flintlastic SA Cap FR CoolStar Flintlastic GTA-FR Flintlastic GTA-FR CoolStar Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar Flintlastic FR-Cap 30 Flintlastic FR Cap 30 CoolStar ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck:NC Incline: 3 Base Sheet:--Type G2 Glasbase. Ply Sheet:--Type G1"Flintglas"or Type G2 or"Glasbase". Surfacing:®Gravel or slag. 2. Deck.C-15/16* Incline: 1/2 *Ali joints blocked. Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheet". Surfacing:a-Type G3"Flintglas MS Cap". httpiidatabase.ul.cam(cgi-binDMAemplatelLISEXf/1 FRAM E/showpage.html?name=TGF U.R11656&ecnsherRiUe=Roofing+Systems&objid=1074351981&efg... 2122 2/1312017 TGFU.R I65 i-Roofing Systems 3. Dsclu NC ?Iicline, 3 9ase 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:--Polylsocyanurate 1-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 or"Glasbase"or UL Classified vapor retarder. Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite,glass fiber or woad fiber, any thickness. Base Sheet:—Type G2 or"Glasbase"base sheet. Ply Sheets:—Two to three layers of Type GI"Flintglas"ply sheet or Type G2 or"Glasbase"base sheet. Surfacing:—Gravel or slag. 7. Deck:C-15/32 Incline:3 s Vapor Retarder(Optional):—Type G2 or"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. Membrane:—Three or four layers of Type G1"Flintglas"ply sheet. Surfacing:—Gravel or slag. 8. Deck:C-15/32 Incline: 1 Vapor Retarder(Optional):—Type G2 or"Glasbase" or UL Classified vapor retarder. •••• Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate,perlite,gliss filer or wodtl0fjt�er• •••••• Base Sheet:--One layer Type G2 or"Glasbase Base Sheet". •..• ; . . .' Ply Sheets:—Two layers Type G1"Flintglas Ply Sheet". • • • • *0666•• •• •. *0666•. Cap Sheet:—One layer Type G3"Flintglas MS Cap". ••• •• • • • *0666•. 9. Deck:NC Incline: 1/2 •••••• e• •• • • *0666 • *0666• Insulation(Optional}:—One or more layers or combination of the following: 3ohns Manville"ENRGY 3", �olyisocyanurate, pe'�Rte, •*0600 6 00 ••••• glass fiber or wood fiber, any thickness. • • • • • Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet"or two layers Type Gi"Flintglas Ply Sheet".*• •• •••• •••••• Surfacing:—Type G3"Flintglas MS Cap". • 10. Deck:C-15/16* Incline: 1/2 6*0•••• *All joints blocked. • • Insulation(Optional):--One or more layers polylsocyanurate, 2-in. minimum,wood fiber, 1-in. minimum,perlite, 3/4-!n. minimum,glass fiber, 15/16-in. minimum. Base Sheet:—Two layers Type G2 or"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheet". Surfacing:—Type G3"Flintglas MS Cap". 11. Deck:C-15/32 Incline: 3 Insulation(Optional):—Any thickness,one or more layers or combinations(optional of"Hy-Therm AP", "Hy-Therm TAPERED", "Hy- Therm COMPOSITE", "Celo-Therm""HY-Tec(Energy-LOk)","TRI-Star',wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet:—Type 15 asphalt organic felt,or"Glasbase Base Sheet", nailed or hot mopped. Ply Sheets:—Min three plies Type 15 perforated asphalt organic felt,"Flintglas Premium Ply Sheet Type 6","Flintglas Ply Sheet Type 4", hot mopped. Surfacing:'—Gravel or slag. 12. Deck.NC Incline: 2 Insulation(Optional):—Any thickness,one or more layers or combinations(optional)of"Hy-Therm AP", "Hy-Therm TAPERED", "Hy-Therm COMPOSITE", "Cela-Therm","HY-Tec(Energy-LOK)",wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet:—Type G2 or"Glasbase Base Sheet",Type G1"Flintglas Premium Ply Sheet Type 6"or"Flintglas Ply Sheet Type 4". Ply Sheet:—Minimum one ply Type G1,"Flintglas Premium Ply Sheet Type 6"or"Flintglas Ply Sheet Type 4",hot mopped. Surfacing:—Type G3 cap sheet,"Flintglas MS Cap",hot mopped. 13. Deleted. 14. Deck: NC Incline: 1 Insulation:—Polylsocyanurate, polyisocyanurate/perlite,phenolic or urethane,any thickness, hot mopped or mechanically fastened in place. httpJfdatebase.ul.com/cgi-biiiNW/template/LISEXT/1 FRAM FJsho'tlpage.html?name=TGFU.R11656&ccnstiorttitle=Roofing+Systems&objid=1074351981&efg... 3122 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form DC's#Qn eD S! iced Reef 9 s— Roof System Mpnu(hcturer: ✓ ,] Notice of Acceptance Number: 21 ' Mirilniuin Design Wind Pressure,ifApplly ble(From RAS 127 or Calculations); maximum Design Pressuro �l From the NOA Specific System Method of the attachment; . 0000 . . 0000 0000. Steep 5 oped �aof SVst. m Descripfflo •..• : • . . 0000.. 0000 0000. 0000.. 0000. Dock Type: o..... :.• .• v) � ype Undedayment: • • • Roof Slope. ••• • nsuiation: 0.00. •0000• • • • 0 0 0 0: i"[ea 13 r er. � • .. astener Type&Spacing: Ridge Ventilation? 0',,�a =14G�4 ? eLpL dhesive Type vlaB cap heat: :fie %C of covering: Mean itaflf Nelght: Type&8z Drip 7ff Florida Building erode 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E Me C21012111l For Moment based tie systems,choose either Method 1 or 2.Compared the values .for M:with the valaes from M-If the Mr values are greater than or equal to the Mr values,for each area of the roof,thea the the attachment method its acceptable. Method 1"Moment Based Tile Calculations Per RAS 127' 3 `� 'A�1:d9R�–Mgt -ni? 0 NOA M, XX S -i�f in�ht�i1--Mg:-2 ey°'Nkt�t-�S�C®e NOA 1% 0?3t x 1.�=I iyi r t –Mgt�"7 I - t r 9t3 NOA A*:r za Method 2"Simplified Tile Calculation Per Table Below" 5 Required Moment of Resistance(M,)From Table Below _`4 04. NOA 114 q Mr Required Moment Resistance" Roof Sbpe e$ 15' 2W 25` 30' 4W . Z 36A 30.2 42.2 A A Z 36.4 3z2 33.8 28.4 30. 2• i8e.•• 28,4 28.9 29A 103 • iii69 •••••• :7Z 24 .8 • •� • 966.66 •• •• •• ••• *Must be used in conjunction with a not of moment based We systems endorsed by ttTiw• :• 6 9 Broward County Board[of Rules and Appeals. 9 9•• " ' 0090 . •• •• •• For Uplift•based file systems use Method 3.Compared the values for F'walk-ft, .. .. ..' values for F,If the F'values are greater than or equal to the Fr values,fo�'�th* '6:6•• •• •.• area•of the roof,then the tale attachment method is acceptable. •••••• • • •• ••• Method 3"Uplift Based'Tile Calculations Per RAS 127" : .'. *epee* Fr1; NOAFj* •••. • • wt----)–W-.—x cos 8:—A Frz, NOA F •• Fra: NOA F` Where to Obtain Information Description Symbol Where to find llesignBresssma 1 or oM RAS 127 Table 1 orbyan analyaisprcparodby 1' basedonABCE 7 Mean RoofHei t H Job Site Roof 310pe g y0b Site_ Ablier NOA Resto Mom*due to M OA AftwbmerdlkedstMa Mr OA MomudRexlfanoe M: Catcsila ttResistasu:a P' NOA R lift sxi P. Calsis Aveaa eTila a NOA Tile Dimendow 1=104ga N A w-wlslih Allcaknlationsmustbasabm tothaBull ialattha of t licallon. ,%1iAi6YI-DADr,,CQDYJa TV MIAMM PRODUCT CONTROL SECTION 11805 Sw 26 SUcet,Boom 208 DEPARTMENT OF RE,EGULATORY aM 1i CONORIIC RE,SOURCES(RER) Miami,Florida 33175-2474 130ARD AND CODE ADMIMSTItATION DAgSION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE' (NOA) Entegra R000fTile,)LLC1Y41'4Y[i1tQ711t�ta(1C.L+�i'JECAl101nP 1289 NE 9'h Ave Okeechobee,FL 34972 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 Mianil-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 nava 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:Plantation Roof Tile • ...... .. .. ...... LABELING:Each unit shall bear a permanent label with tine manufacturer's name or logo,city."te and f4imy419 ;•••• statement:"Miami Bade County Product Control Approved",unless otherwise noted herein. •••• .. .. ..• ...... . .. ..... RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been riael uge e e e e:. in tine applicable building code negatively affecting the performance of this product. :00:0: • . . . . ...... TERMINATION of this NOA will occur after the expiration date or if there has been a retisi(O or chadge in the ;�•• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsei4ueng of aujl Dbad*t, • for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any sec'ti'on of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miantl-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA renews NOA#14.1120.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. iI /VOA No;:15-0721.04 Mt ettbAnec laxpiratio:rDAte:12/08120 Approval Dste:11105115 Page 1 of 7 R®ffING ASS}<M13Ly APPRovAL Category,. Roofing Sub-Category: Roofing Tiles Material: Concrete X. ftolal u DESCRIPTION Manufactured jw Dlnrensions Test Product Appliemit §pecifications Deseritl!l Plantation Tile Length: 16V," TAS 112 Flat concrete roof the for direct deck or Width: 131+ battened nail-on,mortar or adhesive sot applications. Trina Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for W=varies use at hips,rakes,ridges and valley Varying thickness terminations. Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Okeechobee,FL Z.2 SUBMITTED EVIDENCE: . . .... ...... Teat Agency Test Identifier Test Nance/Report •• •• Apcerican Test Lab of South RT0624.05-14 TAS 112 000:00 07/531Nz*: ....:. Florida •••••• Redland Technologies 7161-03 Static Uplift Testing 0::::- Decd 1991:• •••• Appendix Ill PA 102&PA 102(A) ...... .. ..;..' The Center for Applied 94.060D Static Uplift Testing ..• Marc;,t$94• ..... Engineering,Inc. 94-084 PA 101(Adhesive Set) ...... May 1924 .• (Mortar Set) ....:. Redland Technologies 7161.03 Wlnd Tunnel Testing . DeG'1991' . Appendix 11 PA 108(Nail-On) '••' 000 . :..•.: Redland Technologies Letter Dated Aug. 1,1994 Wind Tunnel Testing Aug.104: PA 108(Nail-On) Rediand Technologies P063I-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance'1'esting of Sept. 1993 screw vs.scnooth shank nails The Center-for Applied ProjectNo.307025 Witid Driven Rain Oct.1994 Engineering,Inc. Test#MDC 76 PA 100 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 April 1999 Walker Engineering,Inc. Calculations 25-7183 March 1995 25-7094 February 1996 25.7496 April 1996 NOA No.: 150721.04 MIAMMADBcouExpiration Date.,12/08/20 �UyymvApproval MO.-11/05/15 Page 2 of 7 2.2 SIJI3MITTrm EviD iNcY,,: Tes Ageney TestIdentlfier TesfNalne/Renort atc Walker Engineering,Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,lac. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295.11 TAS-108 l0/05/11 Testing Inc. Farabaugh Engineering and T306-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the 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 Product Control office for review. 3.9 MinInuun underlayment shall be in compliance with the applicable Roofing Applications Standarde . :IAN606 0000 • section 4.1 herein. • 3.5 30/90 hot mopped underlayinent applications may he installed perpendicular to the rQQUQge uulelutttt : .••• . othetwise by the underlayment material maturfacturers published literature. 000:00 0000 . 3.6 This acceptance is for wood deck applications.Minimum deck requirements$flail lie tre egmpiia eq.NVftjt • applicable building code. .... 0 00 0000 3.7 All products listed herein shall have a quality assurance audit in accordance with Et:0 rida lu ka unOOOg 0 0:0 • Code and Rule 61020-3 of the Florida Administrative Code. 0 0 0 0 0 0 0 . 0. . .... . 0 .. 0 0 . . .... . NOA No.;15.0721.04 MIAMI•DADEC %JN7Y KxpirAtlonDAte:12/08/20 Approval Date:11/05/15 Page 3 of? 4, INSTALLATION 4,1 plantation Roof Tile and its components shall be installed in strict compliance evith Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4,2 Data For Attachment Catculations Table 1: Average Weight(W)and Dimensions(l x w) Tile Profile Welght W(Ibf) Length-I(ft) Wldth-w(ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers-2.(0) Tile I(ft3) 1(ft3) Profile Batten Application Direct Dec lcat ton Plantation Tile 0.267 - 0,289 Table 3: Restoring Moments due to Gravity-M (ft-lbf) The Greater than Profile 2".12" 3":12" V':12" 5":12" 8":12" 7":12„ Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.62 6.44 7.32 6.26 7.04 off Tile foe: . 0000.. •• 0000 . 0000 •• 0000 . 0000 0000 00 0000 . . .. .. 0000 0000 . :00:0: 0000.. 0000 . 0000 . NOA No.:15-0721..04 MIAMI•VADE COUNTY Bxpirntion Date:12/08/20 Approval)}ato:11105115 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) For Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 16132" (Min.19132" plywood) plywood) Plantation Tile 2-1 Od Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nall 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1#8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1--104 Smooth or 19.0 19.0 22.1 Screw Shank Nail ave Clip) 2-1Od Smooth or 35.5 35.5 34.8 Screw Shank Nails field Clip) 2-10d Smooth or 31.9 31.9 x..32.2 ••.. •••• • Screw Shank Nails •• Fave Clip) •••••• •• •• •••• • 2�10d Ring Shank 50.3 65.5 .••••. 48.3;•. •. • Nails' •••• •• . 1 Installation with a 4-tile headlap and fasteners are located a minimum of 2%from the head of tile. .. .. . .... .... . Table 6: Attachment Resistance Expressed as a Moment Mf{fid � � �• �••� • For Two Patty Adhesive Set Systems •••••• Minimum ach"t ••• Tile Profile TIIe Application Resistance •• Plantation Tile Adhesive 31.33 2 Sao manufactures oom onent approval for Installation requirements. 3 Flexible Products Company Ttlsiiond Average weights per patty 13.9 grams. 3M'"2-Component f=oam Roof Tile Adhesive Ali-160.Average weight pera 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) For Single Patty Adhesive Set S stems Tile Profile Tile A lication Minimum Attachment Resistance Plantation Tile 3i1 2-Component Foam Roof Tile Adhesive A11-1-164 1 t 3M'2-Component Foam Roof Tile Adhesive AH-160 b 4 tare paddy placement of 45 grains of 3M'2-Component l=oam Roof The Adhesive Ali-160 5 Medlumpaddy placement of 24 grams of 3M'"2-Component f=oam Roof Tile Adheslve AH-160. NO,A.No.t 15-0721.04 I-DADECOUNTYM Expiration Date.12108/20 FaVIRIVII'NNW Approval Date:11/05115 Page 5 of 7 Table 7.Attachment Resistances Expressed as a Moment-Mr(ft lbf) for Mortar Set Systems Attachment Tile Profile Tile Application Resistance Seespecific mortar manufacturer's Notice of Acceptance. S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer`s name or logo as seen below or following statement:"Miami-Dade County Product Control Approved". LJ�� OR E N T E . .... .....• T-LANTATION Row T1Lz LABEY,(LOCATED ON UNDERSIDE OFTL). : . • .• 6. BumDING PERMIT REQUIBEIVIE ....NTS: 000:e• .. ' 6.1 Application for building permit shall be accompanied by copies of the following: ••.••• : .•.' 60000 6.1.1 This Notice of Acceptance. 00004* • •• .•i.. 6.1.2 Any other documents required by Buildhug Official or Applicable building cge4i drder tct,V;bpprly •• •• evaluate the installation of this system. 0 • . . . • ....•. 0 *000 NOANoa 15-0721.04 %1p,Ml•D ECOWry Fxpiration Date,12/08/20 Approval Date:11/05115 Page6of7 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE -16-/15-11 IS 0000 . . 0000 0000 . • 0000 . 0000 .. END OF TIHS ACCEPTANCE '••••` : •••` •••• 0000.. . 0000 . .0906. MIfiM4UAUECOUNTY NOA No.:15-072(.04 Expiration Date: x2/UM Approval Datet 11/05/15 Page 7 of 7 i MIAMI-DADE COUNTY M1A1+Il.17 gIR PRODUCT CONTROL SECTION 1l►�Bl 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 315-25 Florida33175-2474 315-2599 BOARD AND CODE ADMINISTRATION DIVISION T(736)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (MOA) "`°v.ml`°d ��"`F�°°°®►� ICP Adhesives and Sealants,Inc. 12505 NW 441t'Street Coral Springs,FL.33065 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Mianu-Dade County RER Product Control Section to be used in Miatni 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 maturer,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 that this product or material fails to meet the requirements determined by Miami-Dade County Product Control Section r of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code ease including the High Velocity Hurricane Zone of the Florida Building Code. • •••••• •• •�' I)F .SCRIPTION:ICP Adhesives Polyset''AH-160 068:60 `• so "'••` .*ago* LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, vn1f,'s'tate an(tfgll(Aying • .... . .. ..... statement:"Miami-Dade County Product Control Approved",lulless otherwise noted herein. •••••• • 0 0 0•:••` RENEWAL of this NOA shall be considered after a renewal application has been filed and tf rVas been do t13ange "':90:0: in the applicable building code negatively affecting the performance of this product. . 0 :000:0 .•ee:*, TERMINATION of this NOA will occur after the expiration date or if there has been a rev;igrbrlor eh;r&e irj the • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any prod%C for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for terttlination and removal of NOA. ADVERTISEWIENT: The NOA number preceded by the words Miami.-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.01 Iff—MI MMADECOuhITY 0 Expiration Date: 05/10/17 ► ► Approval Date:04/07/16 Page I of 11 r I ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane p SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use-svith approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset'AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product PM!c titian Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset*AR-160 ICP Adhesives Foam NIA Dispensing Equipment Dispenser RTF1000 0000 ICP Adhesives ProPacle N/A Dispensing Equipment : see sees *00000 30&100 0.00•• of se 000000 0000.. •ecce• 0000 .. PRODUCTS MANUFACTURED BY OTHERS: 00*000 sees 00:000 Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA Mtelt rst att%plunant sees* resistance values with the use of ICP Adhesives Polyse&AH-160 roof the adhesive. *:*so 6666" 0000.. MANUFACTURING LOCATION: l. Tomball,TX. •• •e• • PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.3 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 L 400 F.,2 weeks +6.0%Volume Change @I 580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.:16-0315.01 MIAM4DADEcot1NTY Expiration Date: 05/10/17 F.119 • r Approval Date:04/07/16 Page 2 of 11 EVIDENCE SUBMITTED: r Test Agency Test Identifier Test Name/Report Date n Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 F 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,laic. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/I6/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/1;... TAS 123 000004 Celotex Corp.Testing Services 528454-2-1 TAS 101 .::..d0/2340-0:0 0.0.: 528454-9-1 0.0.00 • 528454-10-1 •'•• 00 ' 520109-1 TAS 101 �•••.12/2898 •• 00.00 520109-2 00:00: 0 00 *sees 520109-3 •• •• 0.00 0.00•• 0000.. 520109-6 • . . . . 0000.. 520109-7 0.00•• 520191-1 TAS 101 ••;03/02122. •••• 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'�AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum undcrlaymeat shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset� AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.:16-0315.01 M AMbDAD CC, o Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset''AH-160. 2. ICP Adhesives Polyset'AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyse&AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives PolyseO AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Ine.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc.ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTFI000 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). 6. 1CP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPackO 30 x.100 dispensing equipment only. 0000 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. 0000. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within I to 2 minutes aftel1CP8Adhe%ive% •, Polyse&AH 0000.. .. .. 000044 160 has been dispensed. • 9. ICP Adhesives Polyset�AH-160 placement and minimum patty weight shall be in accordan��10%uth the 6• •• :9006: 'Placement Details'herein. Each generic file profile requires the specific placement noted liereilL 6 6 ..... 66 06000 . 000.0, 0000.. 0000.. NOA No.:16-0315.01 Mu\MI•DADECOUNrY Expiration Date: 05/10/17 foul Approval Date:04/07/16 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile R4inimum Paddy Contact Minimum Paddy Gram h Tile Profile Placement Detail Area Weight Eave Course-Flat,Low,High Profiles All Eave Course 17-23 sq.inches 45-65 Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Lmv,High Profiles #3 Two Paddys:8-9 sq.inches at 12 grams Per paddy head of the 9-11 sq.inches at overlap r Two Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 granas per bead edge)20-25 sq.inches each bead Two Piece Barrel(Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: •• • ...... .. .. ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable marhjpg Df jhe • manufacturer's name or logo and following statement:"Miami-Dade County Product Control Approved"or the.44iagii- •••••• • Dade County Product Control Seal as shown below. •••• •• ••••• ...... . .. ..... MIAMMADECOUNTY • • • • • •• •• •••• •••••• • • • • •••••• BUILDING PERMIT REQUIREMENTS: :••••• • As required by the Building Official or applicable building code in order to properly evaluate the idstalI2ttion of tlaj •••• •• system. NOA No.:16-0315.01 MIAMkDADECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 ADHCSIVr PLAcrmr,,NT DETAIL#1 ?daittttirau®I+ptastica"eaf�1 ,Paddy tftnoxileT&A Tlat/L@lft PI'Of11CT11C 1. Starting at the cave course,apply a minimum 2" ' {50.$nun)x 10"(254 mm)r 1"(25.4 nun)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the ovetlock of the tile being set. 101 IBMh°�tvsnat -'' 2, Continue in same manner.Insure approximately 17 ¢sveeonrse f ."V (109.7 cm2)—23(148.4 cmz)square inch adhesive O >•. .. lt the underside of the tile. �t °• t_ - contact with to�n'r- --;i-.-•:`..fie;' Ee•�etlarun�_— `'iiz:o-l:'•t.'`t: f Medium Profile 1 Double Pau Tile Hall Arough plastic cement Iwhenrsqulredl _ i minimum T' '� r •--_ Padd!ItttntaathTilol 1. Starting at the cave course,appy a (50.8 rani)x i0"(254 nun)x 1"(25.4 nun)f oam j umdarlayrnkit4 .fir < Y paddy onto the underlaymenj positioned as�iosees •••• ." 00 L :�:�`y . ._y r under the pati portion of the tiJe Clay�est to tie ' •-~ Overlock of the file being set..•••. •..•.: ....:.i t�tIL3"�. jjY'Y''••' ••••• Yln hldo`L t 'r• '• '-. mss' ._ fr • r 2. Continue in same manner.Insure a� roxi>itatc 17 ` p �. Rattemopslanal (109.7 cm2)—23(148.4 cm23+sgffa;e iuch.;Aasive ..... .;;'`� `'•;-. M'"" contact tivith the underside o'ftte tile. • •• ••'••• �. •-•'•`- �-.,..�ui�•--.._ +.. stn._;=-c.• .�_ .> • Ea:a txurso'` ''�% „r' - Fascla • • • •••••• }". f •• • ••• • • • • • NallXWOUltPIA't4 4.�itbbr-'t y Paddp(¢ebeatb7ilei High Profile/Single Pan Tile ¢vhenrcquUadl f _ - 1`" Starting at the eave course,apply a nuniuuuu 2" tindvrl°ynsritt :4"--3!` 1�1` <,L " (50.8 mm)x 10 (254 nun)x 1"(25.4 Itllll)foalll c !.. paddy onto the underlayment positioned as shown under the pan portion of the the closest to the �...,•Y in.s+Ada ->:;��:, _ @verlock of the tile being set. 2. Continue in same manner.Insure approximately 17 ,P.. (109.7 cm)-23(148.4 cm)square inch adhesive ` contact with the underside of the tile. jil i Eativ Cautse- ��i;.t;.s•` pascta '•! •rte .+`' :<''�'�� Ca•.edosu►e itch+""... aia• �',.�` Dripadga NOA No.:16-0315.01 MIAMI•DADECQUNTY Expiration Date: 05/10/17 I Approval Date:04/07/16 �MRMIOPage 6 of 11 ADHESIVE PLACEI E-NI T DETAIL#2 i t"111hro4ohp14%*fPm6111 pyddrleonPAlhTale) Flat/Low Profile Tile (Oh" L Starting at the cave course,apply a llunimunl 2"(50.8 nun)x l0"(254 nun)x 1"(25.4 nun)foam paddy k, `:r onto the underlayment positioned as shown under the Jxa strengthening rib of the tile closest to the overlock of y1� 2in'«= .�;,�= `-� the tile being set.Insure approximately 17(109.7 cm)`� =�r - ~ ;.:E _ ~``: —23(148.4 cnl-)square inch adhesive contact with the nariansopL-nnai - - .y�"' ' .{ Croy _ f underside of the tile. ��'`°f,� -•. �.,`�. r�;�-tom:�_„ u 2. At the second course,apply a minimum 2 (50.8min) :*4 •.. � _ j:Fes`:'` h` x 7"(177.8 nun)x I"(25.4 nun)foam paddy onto the ,. roti:- `d: _ Fa: 'tis-'• _ " £ ._ r' "`2�;• = s°' underlayment positioned as shown under the strengthening rib closest to the overlock of the file being set. _ t• 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. . . •••• ...... Medium Profile/Double Pan Tile •• • .` •. Nail throughplasdccement ••.•.• •• •• •••••• (whenroquiredl l-paddy;fteneashtue) 1. Starting at the eave course,appf5 a Miinum 2"X50.8 ••• -- - :.' nun)x 10"(254 nun)x 1"(25.4nun'%moam pl8dy•. 1,arrt4ymllnt ,� •�.,� ---..< onto the underlayment positionji R shown under the ••�••. ~••. pan portion of the tile closest tot�leo•serlock�of�4e• •••••• `'-� the being set.Insure approximately).7.(109.7 cg)— • 23(148.4 ciW)square inch adhgsivd c8ntact with the • underside of the file. • ~ �`-r •• • •.• • • • ~'' -�` 2. At the second course,apply a minimum 2"(50.81W) < t a '< ..�plj;• ams'>�'`<�' x 7"(177.8 nmi)x 1"(25.4 rola)foam paddy onto the .l��tF-cm� ClouRP underlayment positioned as shown under the pan • <'<-'r,.�-_'-r,•< �•-''< rf p�'�� :,}�;<. „ portion of the the closest to the overlock of the tile Cost wtrw !fd r.` �.��-4 being set. d� 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (lilstt•ttctions continued on nevi page) NOA No.:16-0315.01 hilAMl•DpDECOUNTY Expiration Date: 05/10/17 �U[a e 1 Approval Date:04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2(CONTINUED) Natlttuau�I p[astic �� ta� =ti�tn, High Profile/Single Pan Tile � jaheneegetired ,r �``o, _ y b: Starting at the eave course,apply a minimum 2"(50.8 ttna�'trin+�"` ``_ 't itlltl)x 10"(254 run)x 1"(25.4 nun}foam paddy onto the underlaynteut positioned as shown under the ant portion of the file closest to the overlock of flue ;.. p file being set.Insure approximately 17(109.7 ctn)— 7m'a to 23(148A cm)square inch adhesive contact with the underside of the tile. 4-'r`- 2. At the second course,apply a minimum 2"(50.8tntn) Y Eave�o+rtse�-' �!�.�s ' r' f"$etta x 7 (177.8 mill)x 1 (25.4 num)foam paddy onto the s.. �: : 1Sanphc underlayment positioned as shown under the pan E 4s - 1 EAVedowrt portion of the tile closest to the overlock of the tile •r:• •. ;:>'..'` tldpa�fga being set. I. 3. Continue in same manner.Insure approximately 17" (109.7 cnt2)- 19(122.6 cin')square inch adhesive contact with the underside of the tile. .... ...... .. .. ...... ...... . .. ..... . .. .. .... ...... . . . . ...... i I NOA No.:16-0315.01 c�taNnI-DADECOUNTYM Expiration Date: 05/10/17 �WXIMMApproval Date:04/07/16 Page 8 of 11 ' � 3 ADHESIVE PLACEMENT DETAIL#3 Kill throughPlastic cent ent Paddy(hetweentiles) i 1whenrequired► 1. On the eave course only,apply a minimum 2„(50.5 € Battrarsopttona 'ai` ° mm)x 10”(254 tmn)x 1"(25.4 nun)foam paddy • Paddy(undertile) onto the underlaynrent positioned as shown,ruder �'•r Singlepac�y the strengthening rib for flat tile or under the pan � ��poftle Y �_,% jJJ portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave �4X41n.sia "•`�''' approximately 4"(10 1.6 nim)up from the cave �inglepaady _ =-. �,• edge free of foam to prevent the expanded adhesive onundedayment 2X4tn. - ' from blocking the weep holes. Insure °tai'• approximately 17-23 int(109.7-148.4 cnn2)of adhesive contact with the underside of the tile Loin.•` .,,•-1 � �'� Eascht - Eavectosure 2. Apply a 4"(101.6 nun)x 4"(101.6 mm)x I"(25.4 nun)foam paddy onto the underlaYmerit just below Fla t/LowProfileTlle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the i Nail througb plastic cement Single paddy undertile pan portion of the tile,closest to the underloek for (when required) Priddytbetweentiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens (� Paddy lunder tile) contact with the underside of the tile. 00*• o ��CCC •ptional e • • ••••• •••••• �� • • • • . a Y so Singlepad (Instructions continded on Brett pag(Ve• ��•• ••06:61 �.antop oflfle, '•.� •••••• • • • � Zx4 ''. • • • • • Shtglepaddyon _ •••• • •• ••••• un ilsgnent _ � • • .,� loin.'. 21n. •• •• •••• •••••• '' tea,;; •••••• • •' • • • • .N:.•t:aite t7o3ure • • • • •••••• • • • • • EaveCourse Fascia Medium ProtlleTile • • NOA No.:16-0315.01 MIAMI-DADECOUNTY Expiration Date: 05/10/17 �ILMIUMWApproval Date:04107/16 Page 9ofII i ADI3ESIVE PLACEMENT DETAIL#3(CONTINUED) (when requiirea)aacce Sin glepaduyunder tile 3. Also apply a 2"(50.8 uuu)x 4"(101.6 mmn)x'/d" •�� Paddy ibeeweentiles) (19 min)paddy on top of the eave course tile Battenssurface as shown,on top of the strengthening rib aptienat .� _ Paddytundertilei for flat tile or on top of tine pan portion of the tile, I closest to the underlock of the fust course of tile. r ,singiepaady Install second course of tile.Litre approximately onundedayreen ;;_.' x41n. - -., 9(58.1 cm'-)-l 1(71cni2)square inch adhesive -- contact with the underside of the tile at the overlap Single 2x4inn. and 7(45.2 cm2)-9(58.1 enJ)square inch pa,ion e adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Eavecourse— fascia � •' We�Phole j � Eavedosure Loin. ��2tn. � Dripedge Nigh ProflleTile i see* • • 9999 0 0000• 00 9999•• •• .• ••9.9• • 9999•• • • •, 9999•• 9999 •• • • 9000 • •• 999•9• • 000.0• . 9• 00.00 •• 99 9999 •9••••: 9999•. • • • • • • • 900•9•: 9999•• • NOA No.:16-0315.01 MAD MUNTY Expiration Date: 05/10/17 r Approval Date:04/07/16 Page 10 of 11 ADHESIVE PLACEMENT DETAIL Two PIECE BARREL Tive Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" 7►Place enough adhesive toaddeve65to70sq.ln. Steep pitch applications (50.8 mm)x 10"(254 nun)x I"(25.4 mil)foam in contact with the pan tile. when required} 2)Turncoversupsidedovra.Placeadhesiveln paddy onto the Inderlaynnent positioned as tonin from outside edge ofcover tile. shown under two adjacent pan tiles.Support cave Then install the tile,Ensure20 to 25sq.in.contactarea. • tiles from rocking until adhesive has a chance to Underlayment cure. 2. Continue in same manner bridging two pail courses up toward the ridge.Insure -'� approximately 65(419.4 cm2)—70(451.6 cm) square inch adhesive contact with the underside of the pan tile. Sheathing Eavedosure (motarshown) 3. Turn covers upside down exposing the underside Waepholo rascialioard of the tile.Apply a minimum 1"(25.4 nil)x 10" (254 nun)bead of adhesive directly on the inner Remove top portion ofthe eave course cover dle.Abut to second course of edge of each side of the cover tile.Leave pantiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mit)to 1"(25.4 pgUl Two Piece Barrel-High ProfileTile from the outside edge of tke tilts,inward,.flgt:ef •••••• foam to allow for expansion.* 4. Turn cover tile over after feritins applied and place onto pan tile course.?Mg a mittjmunt gf • 20(129 cm2)-25(161.3 ciiPT?quare i2?cll •• ••;•• contact area on each side Mlie Dover Me J8 tUe ••••• pan tile.Continue in sante*nAnher.Trim si-My "'•••. any cured exposed foam Ick lesl Vie.Pointiltg of • longitudinal edges of the cover tiles are••••• Considered optional. • • • •••••'' • • S. When additional nailing is required,T (50.8 nun)x 4"(101.6 null)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 16-0315.01 MIAMI. ECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11 I F I MIAMI, AIIAhtI-RADE COUNTY e " PRODUCT CONTROL SECTION DEPARTMENT OF PERA ITTINO,ENVIRONMENT,AND REOULXI'0I21'AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miaud,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE' OF ACCEPTANCE (NOA,) �v.��v.F»iaroidacic.�uyluera Owens Corning One Owens CorningPai*way Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable tyles and regulations governing the use of construction materials.The documentation submitted has bean reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted inautrer,the manufacturer will iticur 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 Mianii-Dade County Product Control Section that this product or material fails to meet(lie 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. 0000 . . . DESCRIPTION: Weatherlocle Specialty Tile& Metal Underlaylnent •• 4 •0000 0000• . . . 0000.0 40 40 0000.. LABELING: Each unit shall bear permanent label with the manufacturer's name or logo,cil�%sate and following • 0 statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •-o--. :•• •• •000.. 4906 4 94 0000. RENEWAL of this NOA shall be considered after a renewal application has been filed and thel'i fill been3ioOliotige 00000 .. .. 0 0000 . in the applicable building code negatively affecting the performance of this product. 000 4 6 •. . . . . 6 0 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision ouchang$hsrt" 4 materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsenAntof any9puoduct, :" for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA##09-0908.06 and consists of pages I through 3. The submitted documentation was reviewed by Alex Tigera. MtAMt•DAt)t cotllJiY NOA No,: 12-0309.03 Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Stab-Category: Underlayment Material: SBS TRADE DAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description WeatherloeV 36"x 33.3'rolls TAS 103 SBS self-adhering asphalt sheet 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 Underwriters Laboratories,Inc. 814610 Follow up Service 03/28/02 TRT-Arcon,Inc. 02-012 TAS 103 V? a/02 PRI Asphalt Technologies,hic. NEI-006-02-01 TAS 103 •04/MI/02 ••••;• PRI Asphalt Technologies,Inc. NEI-008-02-0I TAS 114(H) „��, •67/430:02 • PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155.•;.• OS/•03/07 • Technologies,LLC. NEI-053-02-01 ASTM D 4798&ASTM G 155*... .QS/OJ/08 ;••••; NEI-076-02-01 TAS 103/ASTM D4798 ...... :02ae 1 I ...... . •• ..... .. .. .... ...... APPROVED ASSEMBLIES: .• Deck Type 1: Wood,non-insulated,new construction s•.•i• •••••. Deft{Description: 15/32'.or greater plywood or wood plant: •• • •••• . • • •i System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type I1 or ASTM D 2626 with a minuuum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Wcatherlock-0 Specialty Tile&Metal Underlayment with a minimum 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock0 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 14 MIAMIDADECOUIJTY Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 I LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Mhnhnum deck requirements shall be in compliance with applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Builduig Code. 3. Weatherlocko 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 he 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 shall be 6:12 when tiles are loaded directly to the Weatherlock' Specialty 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. S. 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 (A-UJ) or the Miami-Dade County Product Control Department fpf!>ppdoval provided that appropriate documentation is provided to detail compatibility of the product',Sv4nal uplift i'esl9tance, " • and fire testingresults • . 0000.. .. .. 0000.. 10. All nails in the deck shall be carefiilly checked for protruding heads. Re-fasten any loose"dee ttig panels.-Sweep ��•• the deck thoroughly to remove any dust and debris prior to application. 004000 •. • 0000 • .. 0000. 11. When applying the membrane in the valley,start at the low point and work to the high poifi#ph"ng the mwihbrane from the center outward in both directions. For ridge applications, center the membrane atnd•ro11 from•t'hecenter...•.. outward in both directions. . •;'; 0 00 . . . . .0 12, Roll or broom the entire membrane surface so as to have 100%contact with the surface,g}vuhg,special•.�ttnffton to 0 00•. . . overlap areas. •+0 •. •..M : •0000• 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile&Metal underlayment shall be applied over the underlaynhent. 15. 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. 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 Mianni-bade County Product Control Seal as shown below. MIAMFDAD�C�UN'fY i I END OF THIS ACCEPTANCE MIAMI•DARSCOUN PY NOA No.: 12-0309.03 )aspiration Date: 07/31/17 Approval Date: 07/05/12 Page 3 of 3 G�9�a�9-E�A®E1 011:,106- "Delivering Excellence Every Day" ------ MIAMI-DAAD E COUNTY ---- REQUIRED ----- R EQ IR EIS OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofmg 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. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as a f 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 Building 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 owner hould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside ol:the.17oof de(!Xhig can be••;• viewed from below. The owner may wish to maintain the architectural appearance; therefore,roofing ail ••�;;• penetrations of the underside of the decking may not be acceptable. The owner provides-4-eption of- ;•0•• ma' tai 'ng this appearance. • 5. Ponding water: The current roof system and/or deck of the building may V Nam W;11-.J;}i may*:::: cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an inlic%fion of structural distress and may require the review of a professional structural engineer. Ponding may short8n th&"e.% "•••• expectancy and performance of the new roofing system. Ponding conditions may not 4e.e�i*ent t�iW toe ori** ftp: ro fm ystem is removed. Ponding conditions should be corrected. '• 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 wg h the requirements of. Chapter 15 and 16 herein and the(Florida Building Code, Plumbing. X1 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date: / / , Contractor's Signature: Permit Number: Property Address: 3/22/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER 1 J Summary Report Generated On:3/22/2017 Property Information Folio: 11-3101-018-0170 Property Address: Owner Mailing Address - PA Primary Zone 0800 SGL FAMILY- 1701-1900 SQ T r � 0101 RESIDENTIAL-SINGLE Primary Land Use , FAMILY: 1 UNIT Or Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 2,411 Sq.Ft Living Area 1,911 Sq.Ft Ee� Adjusted Area 2,068 Sq.Ft Lot Size 8,640 Sq.Ft Year Built 1950 Taxable Value Information Assessment Information 2016 2015 2014 Year 2016 2015 2014 County • • •••••� 00000 Land Value $190,291 $140,556 $116,770 Exemption Value $50,000 • $V,00.0 $50,000 Building Value $145 5 $145,629 $141,973 Taxable Value $9�,Hi • $95,829 11em, XF Value $0 $0 $0 School Board •0•• •• • i•••• Market Value $335,807 $286,185 $258,743 Exemption Value $25,15 0 $25,0 9 a� Assessed Value 1 $146,849 $145,829 $144,672 Taxable Value $121,$40• $1P0,829 • $l1T1,6•-2 City 0000•• • • • Benefits Information Exemption Value $56,000 ' $49Q • ��O,e Benefit Type 2016 2015 2014 Taxable Value $9t, 0 Save Our Homes Assessment $188,958 $140,356 $114,071 Regional •• Cap Reduction Exemption Value 1 $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value 1 $96,849 $95,829 $94,672 Second Homestead Exemption $25,0001 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City, Regional). Previous OR Book- Sale Price PageQualification Description Short Legal Description 06/01/2000 $0 19152- Sales which are disqualified as a result of 1 5341 0578 examination of the deed NAVARRO SUB PB 12-59 18968- Sales which are disqualified as a result of LOT 8&W1/2 LOT 7 BLK 2 01/01/2000 $0 1655 examination of the deed LOT SIZE 80.000 X 108 OR 19152-0578 06 2000 3 11/01/1999 $0 18876- Sales which are disqualified as a result of 1104 examination of the deed 02/01/1997 $89,500 17554- Sales which are qualified 3465 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: