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RF-15-2676 Miami Shores Village Building Department OCT 15 \ P 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �,y Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 6111, FBC 20(q BUILDING Master Permit No. ��' �� Z4+t:® PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP t � CONTRACTOR DRAWINGS JOB ADDRESS: 8 L4W 9G GO I t,�/a5 d� City: Miami Shores County: Miami Dade Zip: 33 1 ?vim Folio/Parcel#: //— 3Z5— 010_QQ 50 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: (5 r Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 0Aq W AbTi Q(A 10^J � JONW r CMS Address: W1 n MOCAqA /fJl..Vn• OO`7J3 City: fi( i Awl I State: ft, Zip: 31b 13 d Tenant/Lessee Name: Phone#: Email: �1 Ugp �rr� 2 CONTRACTOR: Company Name: INV�A)jP�A� 00©1f'�� Wf"f Phone#:Q�5) Z_9 a)'5 7,� 3 Address: F7400 tUl) 2)9 w, �1 City: 1"1(A l`�l� n Sttate:- ' lzr� Zip: Qualifier Name: �?S)ZAo�IDc� /[ t�f V Phone#: State Certification or Registration#: cz(, 132-11 bZ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_2,3, 150. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 1_1(Z— rs<—— /4066 U41 1-d ENMG 4A Pc- 1416 l 0 r,l CoAc-gjal� _'!L-6 ppg-il— Specify color of color thru tile: PAf� l Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. 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 appr a and a reinspection fee will be charged. Signature G' Signature A" OWNER or AGENT CO RACTOR The foregoi g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -dajItA yo of 04 20 JS ,by 0 day of OM 0EAZ— 20 ,by &AIL GiQA C,AL VC-S ,who is personally known to who is personally known to me or�Ytas produc ill 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: CV-(, Sign: Print: Print: Seal: ?000 No, Notary Public State of Florida Seal: X40 P% Notary Public State of Florida Graciela Reyes ' Q My Commission EE 194157 Graciela Reyes My Commission EE 194157 �ovao Expires 04/30/2016 NOFflS*� Expires 04/3012016 x�*ix**x��x��xr��x�w*�**�xr�*sxe�xe*s*�x�x�*•x� ****a�+��**+� �x***�x�*******�x��x�** � �* x�**x�** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 7 Y Pv e , FFICE h F,� LI _;5 Summary Report Generated On: 10/20/2015 Property Information Folio: 11-3205-024-0050 Property Address: 1460 NE 101 ST Owner BAY CONSTRUCTION AND DEVELOPMENT LLC Mailing Address 1460 NE 101 ST MIAMI,FL 33138 Primary Zone 1600 SGL FAMILY-3501-4000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,611 Sq.Ft 2015 Aerial Photography Living Area 2,435 Sq.Ft Adjusted Area 2,934 Sq.Ft Taxable Value Information Lot Size 12,351.6 Sq.Ft 2015 2014 2013 Year Built 1954 -- - - - County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $572,956 $568,012 $558,879 Land Value $1,457,699 $617,296 $617,296 School Board Building Value $308,070 $298,212 $300,676 Exemption Value $25,000 $25,000 $25,000 XF Value $15,981 $16,114 $16,248 Taxable Value 1 $597,956 $593,012 $583,879 .............. Market Value $1781,750 $931,622 $934,220 City Assessed Value $622,956 $618,012 $608,879 Exemption Value $50,000 $50,000 $50,000 Taxable Value $572,9561 $568 ............................................ Benefits Information Regional Benefit Type 2015 2014 2013 1 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $572,956 $568,012 $558,879 Cap Reduction $1,158,794 $313,610 $325,341 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Book- Exemption $25,000 $25,000 $25,000 Price Qualification Description Homestead Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/06/2015 $2,220,000 29528-2473 Qual by exam of deed School Board,City,Regional). 03/20/2009 $100 26822-0149 Trustees in bankruptcy,executors or guardians Short Legal Description 00000- MIAMI SHORES BAY PK ESTS AMD 07/01/1989 $0 00000 Qual by exam of deed PB 56-86 2008 and prior year sales;Qual by LOT 9 BLK 1 04/01/1978 $192,500 10022-0943 exam of deed LOT SIZE 102.930 X 120 OR 14213-353 0789 4 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/iinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/20/2015 Detail by Entity Name Page 1 of 2 4 tg � 3 ,;• ..__.. „ ...,,.. vhf � .. . Detailntl Florida Limited Liability Company BAY CONSTRUCTION & DEVELOPMENT LLC Filing Information Document Number L10000047858 FEI/EIN Number 98-0660230 Date Filed 05/04/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/23/2010 Event Effective Date NONE Principal Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Registered Agent Name &Address Ortiz, Alex 354 Sevilla Avenue Coral Gables, FL 33134 Name Changed: 05/24/2013 Address Changed: 05/24/2013 Authorized Person(s) Detail Name &Address Title Manager BREINDEMBACH, JOSE http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/20/2015 Detail by Entity Name Page 2 of 2 4330 Lake Road Miami, FL 33137 Title Member, 99% of Membership Ownership/Units B&F CONSTRUCCION C.A. Centro Empresarial La Cascada Piso 4, Oficina 5 Carrizal Miranda, Venezuela VE Title Member, 1% Membership Ownership/Units Kohler, Yumary 4330 Lake Road Miami, FL 33137 Annual Reports Report Year Filed Date 2013 02/16/2013 2014 04/19/2014 2015 03/26/2015 Document Images 03/26/2015--ANNUAL REPORT View image in PDF for 04/19/2014 --ANNUAL REPORT View image in PDF for 05/24/2013--AMENDED ANNUAL REPORT View image in PDF for 02/16/2013 --ANNUAL REPORT View image in PDF format 04/05/2012 --ANNUAL REPORT View image in PDF for 03/03/2011 --ANNUAL REPORT View image in PDF format 07/23/2010 -- LC Amendment View image in PDF for 05/04/2010-- Florida Limited Liability View image in PDF format Copyright;;;and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/20/2015 vr�lwq t COMPANY AUTHORIZATION I, a Managing Member of Bay Construction & Development LLC, a Florida Limited Liability Company, do hereby certify that a meeting of the members of said Company, duly and regularly called and held on theAE day of JULY,2015, a quorum being present,the following regulations were unanimously adopted and recorded in the minute books of said Company, and are in accord and pursuant to the Articles of Organization and Operating Agreement of said Company and are now in full force and effect,to-wit: RESOLVED 1. That OSCAR GONCALVES with Driver's License No. G24-640-60-267-0 is hereby Authorized in behalf of the Company from time to time,to execute and deliver to the City of Miami Shores any and all documents necessary in order to obtain permits for construction and/or renovations involving the following properties: 1391 NE 102 Street,Miami Shores,Fl. 33138 1460 NE 101 Street, Miami Shores,Fl. 33138 1421 NE 102 Street,Miami Shores,Fl. 33128 I, the undersigned, a Managing Member of the Company above-named, do hereby certify that the foregoing Certificate is in all respects true and contains a true copy of the regulations regularly adopted by the members in the manner stated. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the seal of this Company by order of the Member thereof,this day of JULY,, 2015. / / r Bay Construc '° elopment LLC J �� Q- 34 2- 0 AS Managing STATE OF FLORIDA COUNTY OF MIAMI-DADE +t, The foregoing instrument was acknowledged before me this day of JULY,2015 by Jose Breindembach as Managing Member of Bay Construction&Development LLC,is personal] known to me or has produced as Florida driver's license identification and who has(not)taken an oath. l Notary Pubk Stara of Florida Prmt Nam ` Marie Josette Josue ° t Ex Commission EE 202925 ora Expires o5/29/20ts Commission Expires: 1 10/13/2015 Detail by Entity Name o ., g a „ !' ' � � i ♦ ! Y ,gyp iy ,. A4 -.n.p .. -"N"'fiF tl. ,r r++'y54'a,.. .,,».,.«a„'p'+k ' Vk*r a'+;rM1'.'+. NM N; <,r. , ,.,-.„yrvi•..,«i+ax-v. ...+. - „_ etail by Entity Nam Florida Limited Liability Company BAY CONSTRUCTION & DEVELOPMENT LLC Filing Information Document Number L10000047858 FEI/EIN Number 98-0660230 Date Filed 05/04/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 07/23/2010 Event Effective Date NONE Principal Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Mailing Address 201 S BISCAYNE BLVD 2825 MIAMI, FL 33131 Changed: 03/03/2011 Registered Agent Name & Address Ortiz, Alex 354 Sevilla Avenue Coral Gables, FL 33134 Name Changed: 05/24/2013 Address Changed: 05/24/2013 AuthorizedPerson(s) Detail Name & Address http://search.sunbiz.org/Inquiry/CorporadonSearch/SearchResultDetail?inquirytype=EntityN ame&directionType=Initial&searchNameOrder=BAYCON STRU C... 1/2 10/13/2015 Detail by Entity Name Title M8nager BREINDEMBACH, JOSE 4330 Lake Road Miami, FL 33137 Title Member, 99% of Membership Ownership/Units B&F CONSTRUCCION C.A. Centro Empresarial La Cascada Piso 4, Oficina 5 Carrizal Miranda, Venezuela VE Title Member, 1% Membership Ownership/Units Kohler, Yumary 4330 Lake Road Miami, FL 33137 Annual Reports Report Year Filed Date 2013 02/16/2013 2014 04/19/2014 2015 03/26/2015 Document Images 03/26i2015 _- ANNUAL REPORT View image in PDF format 04119/2014 -- ANNUAL REPORT View image in PDF format 05/24/2013 -- AMENDED ANNUAL REPORT View image in PDF format 02/16/2013 -- ANNUAL REPORT View image in PDF format 04/05/2012 -- ANNUAL REPORT View image in PDF format 03/03/2011 -- ANNUAL REPORT View image in PDF format 07/23/2010 --_LC Amendment View image in PDF format 05/04/2010 -- Florida Limited Liability View image in PDF format http://search.sunbiz.org/Inquiry/CorporabonSearch/SearchResultDetail?inqui rytype=EntityN ame&directionType=lnitial&searchNam eOrder=BAYCON STRU C... 2/2 STATE OF FLUKIUA ` DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 `� ,•� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 JENSEN, BRANDON ALAN RAINAWAY ROOFING CORP 17400 SW 89 CT MIAMI FL 33157 Congratulations' With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. i PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCC1329162E, OED: 08/17/2014 serve you better. For information about our services,please log onto wwar.myfloridalicense.com. There you can find more information CERTIFIED ROQ.<.i _C' RACTOR about our divisions and the regulations that impact you,subscribe JENSEN, BRAN, to department newsletters and learn more about the Department's RAINAWAY ROU - =7 Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Cn.489 FS. and congratulations on your new license! Exp:f tics date AUG a1.2o1s ,�oal,00azszo DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 0 a CCC1329162 The ROOFING CONTRACTOR ' Named below IS CERTIFIED Under the provisions of Chapter 489 FS Expiration date: AUG 31, 2016 JENSEN, BRANDON ALAN RAINAWAY ROOFING CORP PL 17400 SW 89 CT MIAMI FL 33157 a � r ■ • ISSUED- 08/17/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408170002520 77G Business Tax Receipt Miami—Dade County, State of Florida 'ul45 iS NOTA BILI - DO NO'" 0 649670> L T1I BUSINESS NAMEiLOCATION �ECEIPT NG EXPIRES RAINAWAY ROOFIN" ;ORP 'aENEWA1 SEPTEMBER 3®® 2®16 17400 SW 89 CT " '° �kisi;,t, i;,Wayed it place of business PALMETTn BA`s' Fr_ ;< 57 o;suant to County COde Chanter 3A-Art 9& 10 OWNER PAYMENT RECEIVED RAINAWA' HOOFING URP � HACTOR BY TAX COLLECTOR Norken, 545.00 10/01/2015 CREDITCARD-16-000465 his Local Business Tax Receipt only col ii.w., us:ness fax. The Receipt is not a license, permit,or a certification of the holders qu r 1..:: ma Holder must comply with any governmental or nongovernmental regulatory laws and reiluuei -nn,uw the business. he RECEIPT N0.above must be displayed on all cuuunerci;;l vehicies "Miami-Dade Code Sec Ba-276. For more information,visit www,miomidaalz,gov/taxcollector oe DATE(MM/DD,YY) CERTIFICATE OF LIABILITY INSURANCE 1013/15 PRODUCER Montovi Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 9301 SW 56 Street,Suite E ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami, FL 33165 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)279-5592 Fax (305)279-5506 INSURERS AFFORDING COVERAGE NAIC# INSURER A: INTERNATIONAL INS.COMPANY OF 100000 INSURED RAINAWAY ROOFING,CORP/Brandon Jensen-Presiden INSURER B: 536 Mendoza ave INSURER C. MIAMI fL 33134 INSURER D: (305) 269-3883 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �INSR:ADD'L TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION. LIMITS ,LTR;_INSRD_ DAT�MM'DDfYYW__-DATESMM/DD/YYYY).. _.- GENERAL LIABILITY EACH OCCURRENCE 100,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 IG06CO04424-00 09/10/2015 09/10/2016 PREMISES(Ea occurrence) CLAIMS MADE d OCCUR MED EXP(Anyone person) 5,000 A d 5.000 PER &ADV INJURY 100,000 GENERAL AGGREGATE 100,000 PRODUCTS-COMP/OP AGG 100,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PROJECT I, LCC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON OWNED AUTOS (Per accident) - PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS UMBRELLA LIABILITY EACH OCCURRENCE OCCUR CLAIMS MACE AGGREGATE DEDUCTIBLE RETENTION WORKERS EMPLROP S'OPR NPARTONERNEXECUTP/E YEN E L OR LIMIT OTH- EMPLOYERS'LIABILITY TORY OMITS ER ANY E.L.EACH ACCIDENT OFFICER i MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE If yes.describe under E.L.DISEASE•POLICY LIMIT SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS;LOCATIONS,'VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT;SPECIAL PROVISIONS ROOFING CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village Bldg Dept 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2nd Ave THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Miami Shores FI 33138 - --- - - ---- AUTHORIZED REPRESENTATIVE ACORD 25(2009/01)QF OO 1988-2009 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Report Viewer Page 1 of l 1 100% 1\ JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 10/27/2014 EXPIRATION DATE: 10/26/2016 PERSON: JENSEN BRANDON FEIN: 800270018 BUSINESS NAME AND ADDRESS: RAINAWAY ROOFING CORP 17400 SW 89 CT MIAMI FL 33157 SCOPES OF BUSINESS OR TRADE: LICENSED ROOFING CONTRACTOR ant m Chapter 440.05(14).F.S.,an officer of a corporation v{ho elects exemption from this chapter by filing a camfiwte of ruecuon ender th,s secrmn may not racover benefits or compensation under Inca cnapler.Pursuant to Chapter 440.05112),F.S.,Ce cotes of election to be exempt..apply only a�rtnm the scope of fie business or trade Dated on the nonce of elecroon to be exempt.Pursuant to Chapptter 440.05(13).F.S.Notices of election to be empt and certificates of election to be exempt shall be subject to revocation if at any time after the Aling of the notice or the issuance of the ll ti evoke h?person named on the notice or certlfi cafe no longer meets the requirements of this section for issuance of a corticate.The departmani shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 h tnC'//annsg.fldfs.com/crreportviewer/reportViewer.aspx?data=kdv pginc9D7Q3gH6TER... 10/27/2014 J— � ha ;l rh �- � Roofing Cmlrecture G' Date: October 20, 2015 State of Florida County of Miami Dade Before me this day personally appeared Brandon Jensen who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 1460 NE 101 Street Miami Shores, FL. Sworn to ( or affirmed) and subscribed before me this 20th_day of October 2015, by Brandon Jensen. Personally Know OR Produced Identification Type of Identification Pr Ac =�'W oue`� Notary Public state of Florida 1 Graciela Reyes y oa My Commission EE 194157 V oaao'i Expires 04130/2016 Print, Type or Stamp Name of Notary Florida State Certified Roofing Contraclor State license #CCC 1329162 11471 NW 34 St., Doral, FL 33178/Tel: 305.393.8993 Email: brandonjensen@comcast.net/www.rainawayroofing.net ,,,, Miami shoresVillage L7* �� Building Department �RiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time empl ees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allow to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation' ce coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW OU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signa Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this_�day of 67 LTD d. 60 ,201E. By 19of CA — I�0&ALil who is personally known to me or has produced /n 3t4&-4&_ 0&o 2(070 as identification. Notary: o'9 PV9` Notary Public State of Florida SEAL: Greciela Reyes Q My Commission EE 194157 pP�o Expires 04/30/2016 7 ; OCT . _ �E�� . HIGHVEL I HURRICANE ZONES REQUIRED OWNERS NOTIFICATION CONSIDERATIONS 1S24'1Aoitpertains tothis section, itiothe responsibility ofthe required roofing permit, and buexplain bothe owner the content ofthis aaoUon.. The puovmor151 the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. .Aws��mtK��-�&nnkmmmmmhip: The workmanship provisions ofChapter 15 (High Velocity Hurricane Zone) o�� for the purpose of providing that the roofing system meets the wind nus|mtonoe and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect howorkmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should baaddressed oopart ofthe agreement between the owner and the contractor. 612. RmmaiU|ng Wood Decks: When replacing nomfin0. the existing wood roof deck may have tobensnmi|ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) cfthe Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, thereform, roofing nail penetrations of the underside of the decking may not be monmptob|a. The Florida Building Code provides the option mfmaintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be on indication of structural distress and may require the review of o professional structural engineer. Ponding may shorten the life expectancy and performance ofthe new roofing system. Ponding conditions may not bwevident until the original roofing system ieremoved. Ponding conditions should becorrected. 6. Overflown scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from m build up of water. Pahmotarledge xvaUa or other roof extensions may block this discharge if overflow (walloutlets) are not provided. It may be necessary to install overflow with the Florida Building Code, Plumbing. Ck7.Ventilation: Most roof structures should have some ability to vent natural airflo th od-g t�he* t I of, tRe s1ru tural assembly(the building itself).The existing amount of attic ventilation shall no bd rej ced. L.7a, b e': beneficial to consider additional venting which can result in extending the service life of the'rodf. < LU LL Property Address Permit Number Rev.,112012005,Computer Services,Building Depapleni*. Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. contractors Name P?-A uJ A 111 A 7 LZWrj46 Q 2_P Job Address l q(,2 0 /ILS lot rJ7g66T ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile VMortar/Adhesive Set Tile ❑ Asplenic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive 13UR-RAS iso Are there 9 Gas Vent Stack ROOFTYPE Yes-i No Type: Natural J LPG%.j ❑ New Roof G(Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenence ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total (SF) 1415/8 t)r- g15f°� 5� _,n B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scupper's, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. J.? - '- _I - J _ Jj IJI�_•,_• �j.i•._ _f -i-!-'- 1-' L A -4_ I i_ =� 1� _.1._ ._i J��-_ _, _- -_ I- ;- 1��4_ 1 II .- - y� ff . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • 0 Florida Building Code 5th Edition (2014) ' High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof System) Roof System Manufacturer: C&MM �C�= I Notice of Acceptance Number: l - !1 w , 17 y ► Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): ' Maximum Design Pressure T From the NOA Specific System : qO• y i Method of tale attachment: L6 P AIR I Yt_ Sq STOI Steen Sloped Roof SVstem Description Deck Type: �oo ype Underlayment: ! Roof Slope: L X30 nsulation: 12 4 A- Flre Ba er: L r4/Iq 1 Ridge Ventilation? astener Type&Spacing: i Yq 96 NAIL, 4$ i !N CA � I v `h �O" GIrP [fA <2" F6EC�7 --- dhesive Type ype Cap Sheet: 1301OZ4L Tcc.t✓5€�L� Mean Roof Height: �.�'I • ; . . : . oof Covering: FGA/ PATIO • . . • • •• ••• Type&Size Drip .. ... .. .. Edge: 3"}c 3 a G,AI,d. 06 . Or . ... . ... . 00 .. . . . . . . . . . . . . . .. .. . . . .. .. Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compared the values for M,rwith the values from M,.Nthe Mt values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: 39. f xx0-UT=-I/.?q�-Mg: -7.(o7 =Mra� NOAH* qO. (Pz: x x O.voq=/ (9 )--Mg: =M, /2.O I NOA h* '10-14 (P3:1O0.7 x;L"1="'(Q)-M9: ?_12=A�3_ZI_•�/3 NOA Ak Method 2 "Simplified Tile Calculation Per Table Below' Required Moment of Resistance(M,)From Table Below _____ NOA K M,Required Moment Resistance` Roof Slope 15° 20' 25' 309 401 12 34A 36.5 38.2 .7 42.2 .1 32.2 34A 36.0 7.4 39.8 2 30x1 .8 35.1 37.3 &.12 26A 30.1 31.6 32.8 34.9 8: 26.4 28. A 30.5 32.4 :12 9 27.1 28 2 .0 *Must be used in conjunction with a list of moment based tie systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F°with the values for Fr If the F° values are greater than or equal to the F,values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127' (Pi: z 1• x w:__)-W• z cos B: = F,,. NOA F" (Py: x l: =_x w:=`_)-W• x cos®:____ = F,z: NOA FF' (P3: x l: = x w:=,)-W: x cos 8:__= Fra: NOA Where to Obtain Information ftecripidion S bol Where to find Design Pii P l or P2 or M RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Hek& H Job Site Roof Slope 0 Job site NOA Rooting Moment due to Gtavity MR NOA AftwJm edRmeiamace e# . NO X§niMUMMomeat • • • At t Resiet&V= •it • • • NOA•Revimd • • •• A Ttile w ' • NOA Tile Dimensions 1=length NOA All calculadons const be submitted io 2!CP 7 ' OlScial at 1he amlication. •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • { ,yNoRs Miami Shores Village logo M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 AAtoo" Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.544 F.S. To: Miami Shores Village Building Department Date: 10119 Ps- 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: �� C0n15TAU U l0& Property Address: /%o Ne 101 5TJz6err t4(gw 5- c 33138 Roofing Permit Number: Dear Building Official: I C A At certify that I have improved the roof to wall connections of the referenced property as req ired by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as a pted by the Florida Building Commission by Rule 913-3.047 F.A.C. 05co2fztlr�c,��s Si Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this a • c�ayof „®c�tN��-(Z- 20 57 . . . • SpiY pib ••Votary Public State of Florida Notary Public, Sate of Florida at Large `� Gracieia Re es �4�&i&es �04/30/20�16 • • • • • (SEAL) .. . . . . .. . . . . . . .. FINAL COMPLIANCE Revised on 5/21/2009 . . . . . .••• . . . . . . . . . .. . .•• •• ..• . ..•• •• .. ... . 10/13/2015 Property Search Application-Miami-Dade County K7 ..... F THE P PRf"IFF A V'F-114 Summary Report Generated On 10/13/2015 Property Information Folio: 11-3205-024-0050 Property Address: 1460 NE 101 ST BAY CONSTRUCTION AND Owner DEVELOPMENT LLC Mailing Address 1460 NE 101 ST MIAMI ,FL 33138 Primary Zone 1600 SGL FAMILY-3501-4000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds I Baths Half 4/3/0 Floors 1 Living Units Actual Area 3,611 Sq.Ft Living Area 2,435 Sq.Ft Adjusted Area 2,934 Sq.Ft Lot Size 12,351.6 Sq.Ft Taxable Value Information Year Built 1954 2015 2014! 2013 County Assessment Information --- Exemption Value $50,0001 $50,000 Year 2015 2014 2013 Taxable Value $572,956 $568,012 $558,879 Land Value $1,457,699 $617,296 $617,296 School Board Building Value $308,070 $298,212 $300,676 Exemption Value $25,000 $25 000! $25,000 XF Value $15,981 $16,114 $16,248 ---------- Taxable Value $597,956 $593,012 $583,879 Market Value $1,781,750 $931,622 $934,220 City Assessed Value $622,956 $618,012 $608,879 1 Exemption Value $50,000 $50,000 $50,000 6 956 $568,012 $558,879 Taxable Value $572,95 Benefits Information Regional Benefit Type 2015 ?2,�01J4 2013 Exemption Value $50, 00 $50,000 $50,000 I I,------ r- �666 ____ Save Our Homes �Assessment $1,158,794 $313,610 $325,341 Taxable Value $572,956 $568,012 $558,879 Cap 1 Reduction Homestead Exemption $25,000 $25,000 $25,0010 Sales Information Second Homestead Exemption $25,0001 $25,000 $25,000 Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.CoLm,.Sghool Sale • Price Page Qualification Description Board,City, Regional). 0 . : - I - I------- 1 3006020;5:,$2,220,000 29528-2473 Qua]by exam of deed Trustees in bankruptcy,executors or Short Legal Description • 6/20720W • $100 1 26822-0149 guardians MIAMI SHORES BAY PK ESTS AMD 9t: . $o 00000- PB 56-86 • 01/lul!) 100000 Qual by exam of deed LOT 9 BLK I ---------- J-_ "i LOT SIZE 102.930 X 120 Soo • C4/01/197$ ;;2,500 10022-0943 2008 and prior year sales;Qual by OR 14213-353 0789 4 exam of deed 0 0 • 000 0 0 The Office of the Property Appraiser is continually editing and update g tle tax1olI:jjs 9i wtbsits mayot reflect the most current information on record.The Property 0 0 Appraiser and Miami-Dade County assumes no liability,see full discI4meN,, %L:.e:ACreeTent'pt 44ttlp://www.miamidade.gov/info/disciaimer.asp 000 0 0 0 000 http://www.miamidade.gov/propertysearchfindex.html#lreport/summary 1/2 MIAMI-DADE COUNTY hlllNll< ) PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �w.miaii�idade.�a�/economy Entegra Roof Tile, LLC 1289 NE 9"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 Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the gt*ie; oroh©13kuiOi$g Official. . .. . . . . :.. . This NOA revises NOA# 10-1202.01 and conseiSts afpage; 1 Nhroag� -A• The submitted documentation was reviewed by Alex Tigera. . •.• . •.• . ••• NOA No.: 14-1120.04 QMLAMMI-D�ADE COUNTY Expiration Date: 12/08/15 "' ••• • Approval Date: 06/18/15 Page 1 of 7 . . . • . . . . . . . .. .• . . . .. .. ••. . • • ..• . . ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Plantation Tile Length: 16'/z" TAS 112 Flat concrete roof the for direct deck or Width: 13" battened nail-on, mortar or adhesive set applications. Trim 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 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date American Test Lab of South RT0624.05-14 TAS 112 07/03/14 Florida Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 (Mortar Set) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-76 PA 100 Walker Engineering, Inc. Cakulatio;s: .Merodynamic Multiplier March 1999 . .. . . . . ... . April 1999 Walker Engineering, Inc. Carculafions " •• 25-7183 March 1995 25-7094 February 1996 ,so "• ••• 9:o 25-7496 April 1996 .. . . . . . . . . . . .. . . . . . . .. NOA No.: 14-1120.04 MIAMI•DADE COUNTY Expiration Date: 12/08/15 *" • ' "• • Approval Date: 06/18/15 • % • Page 2 of 7 . ..... .. . . 0 . . . . . *as 0 . . .. .. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Walker Engineering, Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4& 5 25-7848-6 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-1 I TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T306-1 1 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-1 1 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 tile applications. a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • • •• • • • • • • •• ••• • • • • NOA No.: 14-1120.04 MAMI•DAD/COUNTY Expiration Date: 12/08/15 lwl ••• • • • • ••• • • Approval Date: 06/18/15 . : :•: : : • : Page 3 of 7 4. INSTALLATION 4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile a, (ft3) X (ft3) Profile Batten Application Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Greater than Profile 2": 12" 3": 12" 4": 12" 5": 12" 6": 12" 7": 12" Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile • .. ... .. 0,0 . . .. . ••• . ••• . ••• •• • • • • • • • • • • •• • • • • • • •• ••• • • • • ' NOA No.: 14-1120.04 MIAMI•DADE COUNTY Expiration Date: 12/08/15 -17115m§ 7 § "' • • • • ••• • • Approval Date: 06/18/15 • • • ••• • • • Page 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t t Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) For Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 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) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2-10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave 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'/Z"from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) For Single P Adhesive Set Systems Tile Profile Tile Ap IiGitioYi : : :.: *00 Minimum Attachment Resistance Plantation Tile 3M'n' 2-Component Fom Reef,Tile @A Mesiwe;6,1,1460 118.94 31VI'n' 2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large paddy placement of 45 grams of 3M- 2-C t Foam Rvvf Tile Aodheciue AH-160 5 Medium paddy placement of 24 grams of 3M-t-I;gm ' nett f o:rr6Roo Tie Adh sive AH-160. . .. see Soo 000 .. NOA No.: 14-1120.04 CMWALDADE COUNTY Expiration Date: 12/08/15 Approval Date: 06/18/15 Page 5 of 7 . .. .. . . . .. .. ... . . . ... . . Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. 5. 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". OR [R N T) PLANTATION ROOF TILE LABEL(LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . . . .. ... .. . . . .. . ••• .00 ••• . • . . •• .. . . . . . .. .. . . .. 646 *so 000 :0 NOA No.: 14-1120.04 MIAMI•DADE COUNTY IIIIIII■ ,...� � ••• ••• Expiration Date: 12/08/15 • . Approval Date: 06/18/15 • •: Page 6 of 7 . •• •• . . . •• .. ... . . . ... . . PROFILE DRAWING PLANTATION FLAT CONCRETE TILE I6J/2 1, END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . ... . . . . .. . . . . . . . . . . .. . . *so 000 .. NOA No.: 14-1120.04 MIAMI•DADECOUNTY Expiration Date: 12/08/15 "' ' '•' ' Approval Date: 06/18/15 . : V: : : . Page 7 of 7 . .. .. 00 . .. .. ... . . . ... . . MIAMI DADS :) MIAMI-DADE COUNTY � ./ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ��w.rmiamidasle,o%/economZ Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify. or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .• ••• . . . . . .. INSPECTION: A copy of this entire NOA shalrbe proti(Vt:td tle jis:r by the manufacturer or its distributors and shall be available for inspection at the job site at#19i req;estwf W13 tiMixg•Official. This rev]ses NOA#12-1219.01 and consists of pgage,•l,through 1,,• ••• The submitted documentation was reviewed b;Juan.. Couab, K A. NOA No.: 13-1113.05 MIAMI•DADE COUN ••• • • ••• • Expiration Date: 07/31/17 TY ' • • • • • • • • • • ••• • • Approval Date: 03/13/14 ••• 0 ••• • • Page 1 of 4 1 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. 814610 Follow up Service 03/28/02 IRT-Arcon, Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI-008-02-01 TAS 114 (H) 07/30/02 PRI Construction Materials NEI-045-02-01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI-053-02-01 ASTM D 4798 &ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 021/14/11 NEI-034-02-02 ASTM D 1970 01/29/13 .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• • ••• • ••• • ••• •69 • • • • • • • • •• • • • • • • •• NOA No.: 13-1113.05 MIAMI-DARE COUNTY ••• • • • • ••• • Expiration Date: 07/31/17 • • • • • • • • • : :•: : : : Approval Date: 03/13/14 •�• �• •: ••• •:• :• •: Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non-insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6"end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake& Shingles, and Asphaltic Shingle assemblies. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••. . ••. • .•• • • • • . •• . • . • . • •• NOA No.: 13-1113.05 MIAMI•DADE COUNTY ••• • • • • *00 • • • • • • • . • • Expiration Date: 07/31/17 - i i • i i•i i i • i Approval Date: 03/13/14 •i• 0• •i •0• •i• i• •i Page 3of 4 ' , LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMI•®A6E COUNrY •• • •• • • • • ••• • •• ••• • • • • END OF THIS•ACCEPT•• ANCE . .•• . ••• . ••• • • •• • . . • . . • • • . .. . . . • . • •• NOA No.: 13-1113.05 MIAMI•DADE COUNTY ••• • ••• Expiration Date: 07/31/17 • • • • • ' Approval Date: 03/13/14 . . • . :0: • . . . • .• .. . • . .. .. •.. . ..• Page 4 of 4 "' MIAMI-DADE COUNTY I°�I�IAM PRODUCT CONTROL SECTION 11905 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,c,�.n,iao�icVade. r/e�ono�n� 3M Company 3M Center Building 0220-05-E-06 St.Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3M-rm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 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 rlo &s:of1ke:Bdildfng Official. . .. . . . . ... . This NOA revises NOA 13-0502.02 and consists of-Aes•Z to u;i 11..• The submitted documentation was reviewed by Alex Tigera. . ... . ... . ... ••• $! ;' NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 AD "''' ••• • ••• Approval Date: 09/04/14 • • • • • Page l of 11 . • . . . • . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT'N 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof the systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF 1000 ProPack®30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Results 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./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40° F., 2 weeks ••• ••: .•.+b.T/,rolume Change @158°F., 100% Humidity, 2 .. .weeks • Closed Cell Content ASTM 43 28540 860/; •• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and arie suMect to,hernial mmimf;(Uring variation. • . •• • • . 000 0• .• •• NOA No.: 14-0805.01 MIAMI-DAD'COUNTY Expiration Date: 05/10/17 ••. • • ••• Approval Date: 09/04/14 ;•; o Page 2 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 1 t EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"' 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M'" 2-Component Foam Roof Tile Adhesive 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 assuranceaudit.in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Oo;e . .. . . . . ... . -.0 to: 0.0 . .. . ... . 00: . •.• . . . .. . . . . .000 so* . . . . o :0 NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION: 1. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack(R) 30 & 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . ... .. . . . . . . . . . . .. se . . . ••• • . . . NOA No.: 14-0805.01 -DAD,COUNTY Expiration Date: 05/10/17 ... ••• Approval Date: 09/04/14 Page 4 of I1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course- Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ••• . ••• ••• NOA No.: 14-0805.01 MIAMI•DAD�E COUNTY Expiration Date: 05/10/17 ... . • • ••• • • Approval Date: 09/04/14 Page 5 of 11 • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL## 1 11,_uq�,Ni�Stlt..G`;IvsJ F�!gyp'IE:L,ee•d:n- b. Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. ..e,t E 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with the underside of the tile. t[rt I,I.�aura t'dhll I--rough['I-91.11 q•rrla_ry Medium Profile/ Double Pan Tile Farid-II E- nwath-,.,I 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam �: = :. •. paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm`)—23 (148.4 em') square inch adhesive contact with the underside of the tile. High Profile/Single Pan Tile 9d•P eiaj+-+1!J P.-A ,IGpn—th Tile+; 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown n ' under the pan portion of the tile closest to the overlock of the tile being set. eaCSl•ue 2. Continue in same manner. Insure approximately 17 (109.7 cm')—23 (148.4 cm) square inch adhesive rte" - ,- •Y •Y.• • • • • • • • • eoxfact with the underside of the tile. rIlk: +. • Y• Y • • • • ?y_ , '� _• •Y• •• • • Y Y• -,F P 1Awpr.^enda 7�'Ir' i In. E!.a'P PI'!IIPA Gt{a.•d.to•• • ••• • ••• •• • • • • Y • • • • • Y• • • • • • • •• "• • • • • • NOA No.: 14-0805.01 MIAMI•DAD,COUNTY Expiration Date: 05/10/17 �QMXUI Approval Date: 09/04/14 Page 6 of 11 • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL# 2 Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10"(254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the - strengthening rib of the tile closest to the overlock of the file being set. Insure approximately 17 (I 09.7 cm') 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) "r - ,� �,•;.: , x 7" (177.8 mm) x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 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 Emil tr,r-.,,.�h r.fMsri!rfi'i74n7 N�a•ir e.�l,ti��r Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm)x 10" (254 mm) x 1"(25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set.Insure approximately 17 (109.7 cm2)— , 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course apply a minimum 2" 50.8mm x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile E.—U,:drzn Peac e. f' being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm`) square inch adhesive contact with the underside of the tile. •• ••• • • • • • •• •• {Ixstru,wtions continued on next page) .. •.. .. . . . .. . ••• • ... . .•. .. • . . . • • • . . ••' ' ' • • NOA No.: 14-0805.01 MIAMI•DAD,COUNTY Expiration Date: 05/10/17 ••• • • • • ••• • • Approval Date: 09/04/14 i i i i•i i i i Page 7 of l 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL# 2 (CONTINUED) High Profile/Single Pan Tile "'Iwr try Alird - I?'a�gpli;wrsavh Tile 1. Starting at the cave course, apply a minimum 2" (50.8 �- mm) x 10" (254 mm)x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the 4 pan portion of the tile closest to the overlock of the -. tile being set. Insure approximately 17 (109.7 cm')— 'l -"� 23 (148.4 cmc) square inch adhesive contact with the underside of the tile. -,� 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm)x 1" (25.4 mm) foam paddy onto the .,� j ' ' u�H� n�>f. underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile ell,,:rL-:fir being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm`) - 19 (122.6 cm') square inch adhesive contact with the underside of the tile. .e ••• . . • . . .. . .. . . . . ... . • . . • . • .. ... .. . . . .. . ... . ... . ... .. . . . . . . . . . MI •• :• • •• NOA No.: 14-0805.01 AMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 ••• • • • • ••• • • Page 8 of 11 • • • • • • • • • • • •• •• 000 • •• •• • r r � ADHESIVE PLACEMENT DETAIL#3 uai�I itr wo,,p[as lic ce€neent tir*-E( ` hh,Tl 1. On the cave course only, apply a minimum 2" (50.8 fmm)x 10" (254 mm) x 1" (25.4 mm) foam paddy ' n ��e,�=:c�pZion.al:=�� - , Paddy nand r 11= onto the underlayment positioned as shown, under 5mcii-2p ' ',' ~ `` the strengthening rib for flat tile or under the pan Xlitap�f9�le - - -. portion of the tile for low or high profile tile closest A-. to the Overlock of the tile being set. Leave approximately 4" (10 1.6 mm up from the cave f �1Q1t _ edge free of foam to prevent the expanded adhesive ngleioadd,,- 4` Z s"4 in, . from blocking the weep holes. Insure approximately 17-23 in'` (109.7-148.4 cm2) of f:,.. adhesive contact with the underside of the tile 2 in. �.. x f •: 2 Apply a4" 101.6 mm) x 4" 101.6 mm) x 1" 25.4 mm) foam paddy onto the underlayment just below Rat.eLow Prof IIeTi II-P the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Mai Ithvso,ugnplastk.tement 5innle-pa-tiav under ti le pan portion of the tile, closest to the underlock for Im«h.-ci requij-edi Pa, dr,i elwe+n_;ie,, the second course tile to be installed. Insure 1- '�` approximately 8-9 in (51.6-58.1 cm') of adhesive �x Battens. ��`� r� �`= pac!d�''��"�e�t':�e'� contact with the underside of the tile. upria�zl mow : r Sae p1d� � Instructions continued on next page) ma>rp��irhle_ _ ,,, -• � p g +.}4.Vie,z!117. _ in,A6epadd•f!7m I_awe1 3iasc— ` �^J=�3 ! ��rTKIZ Medium Prof le Tyle •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • . � � NOA No.: 14-0805.01 MIAMI•DAD,COUNTY Expiration Date: 05/10/17 • Approval Date: 09/04/14 • • Page 9 of 11 . . . • . • • . . • . .. •• . . • .. .• ..• . . . .•• .. . ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) tdaii ah[oumh p1w- !tae -..-y 'igrlIP.pyddk,lindw Ind whAn reqUiTedi r` - 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm)paddy on top of the eave course tile Ezt�e•�s, 'x s! surface as shown on to of the strengthening rib paddy un9iereile; p g g p:;iin.d i<.e:. for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. '" r yir �' dr � install second course of tile. Insure approximately cr�ilmle��aAm-irirt>- � pp Y ,- j-_ �. 7�, 9 (58.1 cm') - 11 (71cm') square inch adhesive w...." ..._ r- - contact with the underside of the the at the overlap 114'X ". a' r and 7 (45.2 cm')- 9 (58.1 cm ) square inch Fvd�yon �, ._ adhesive contact with the underside of the the at the head of the tile. Continue in same manner. rinp GNOME Whgh PRof eTthe see 6 •00 • . • . • • •0 :0 NOA No.: 14-0805.01 MIIAI Fgu g COUNTY yjzu Expiration Date: 05/10/17 IIS Approval Date: 09/04/14 ;.; Page 10 of 11 • . • . • . • . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile ) ( 1. Starting at the cave course, apply a minimum 2" in Place enough adhesive to achieve BS to 70 sq,in. Steep pitch applications /50.8 mm x 10" 254 mm x 1" 25.4 mm foam in contact with the pan tile. (when required) l ) /1 ) 2)Turn covers upside down.Place adhesive in % paddy onto the underlayment positioned as to,in.from outside edge of cover tile. shown under two adjacent pan tiles. Support cave Then install the tile.Ensure 20 to 25 sq.in.contact area. tiles from rocking until adhesive has a chance to Underlayment - cure. tom . a o � 2. Continue in same manner bringing two pan y - =' - ° V courses up toward the ridge. Insure approximately 65 (419.4 cm)—70 (451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. - Eaveclosure (mortar shown) 3. Turn covers upside down exposing the underside Weephole''Fascia Board of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure save end of pan and cover tiles are flush at eave line. approximately 3/4" (19 mm) to 1" (25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (l 29 cm) -25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm)x 4" (101.6 mm) 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.: 14-0805.01 huAMl•DADE COUNTY Expiration Date: 05/10/17 ••• • • • • ••• • • Approval Date: 09/04/14 •: : : : Page 11 of 11 • • • • • • • • • • CFN: 20150670517 BOOK 29820 PAGE 4010 DATE-10/20/2015 09:30:48 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE OF CQNIMENCE>MENT A NEGW4116111 COPY UM BE FOM ON THE JOB SffE aT TW OF FOW ffWMOIJ PERMIT NO., -_ --- TAX FOUO NO.1!-2t---j 0 S`rATF OF FLORIDA: COUNTY OF MIAMI-DARE: THE UNDERSIGNED tweby gives notice that improvements will be made to certain real propeny.and In accordance with Cuter 713.Florida Statutes.We foltowang wdormatiarr is provided in this Notice of Comrnnencement. Spa=abode nagirved for use of reconftg ofNeec p and streetdadd E dd _ J L... t �ei ctf3SCftpt101t Qf� a.1 sr✓f J_ JP7r�` f 2. Description of improvement: 3.Owner(s)name and address; Interest in Name and address of fee simple titleholder: 4.Contractor's name,addr ohone number: Min 5_Surety.(Paytrtent bond required by owner from contractor.if any) Name,address and phone number:_ Amount of band S G. Lender's name and address --- 1. Personas within the State of Florida designated by Owner upon whorl notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and phone number 8. In addition to himself,Owner's designates the following person(s)to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Rortda Statutes. Name. address and phone number:_ ...__ . _.�_�.._.__ __�__-_ --........__._._._...._._.._........._...__.._ . 9.Expiration date of this Notice of Commencemelnt. P8(d7cp W101`1 "'0 III 1 your from i0k,"o of lCSA7"4 nfts 4 dif erW date Is spe c fmd i WAPANG TO Off:ANY PAYMENTS MADE BY THE OVMER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I.SECTION 713:.13. FLORIDA STATUTES,AND CAN RESULT IN YOLM PAYING TvACE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE Of COMMENCEMENT MUST BE RECORDED AND POSTED ON THE.DOB SITE BEFORE TME FIRST INSPECTION,IF YOU INTEND To OBTAIN FINANCING.CONSULT%MTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE CEMENT. Signature(s)of Owner(s)or onzed Officer/Director/PmtrwiManager Pftpared By Prepared 8y 9n?4 -r ___.... _.. Print Name _�._.. Ptint Name 0 Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIIAMI-DADS Tlxe fare$amttg a W+35 F cnvtviaged t>efare me this --+I day of_ ..�Personalty knavlm,or educed the following type o!identification: _, ___ T_--_ Signaturtl of Notary Public: . Print Name: _-- (SEAL) N04" R Stagy of Floods, Gracielayes penalties of MY Coicamissxin EE 140',' Under p perjury.I deelare that I have reals the fof"joing and �erewfr' EXPIF03 04=rJO16 that the facts stated In it are true,to the best of my knowledge and belief Signatures)of Owners)or Owner(s)'s Authorized Officer/Director/Partner/Manager who signets above: By - ----- BY __...__...... i ♦gt�oRES Miami Shores Village M ;.,, 11 let" _ Building Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 ALp O C T Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re-evaluated at the time the permits are issued. Q: Why was the 50%figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1)prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approa@q),.,ActwaLCash.Valus4replacement cost depreciated for age and quality of construelion pl L:Aa ijgj, o;;ahi sted tax-assessed values." • . . . • . . . .. ... .. . . . .. (Vote: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) . ... . ... . ... .. % . . . . . . . % • • • • • • • ••• • • • • ••• • • • • • • • • • • • • Created on June 2009 •• •• •• •• ... . . . ... . . A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100-year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction/renovations and/or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre-damaged condition must be included. Even if volunteer labor or self-labor is used, it must be estimated based on minimum-hour wage scales for the type of construction work that is done. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• . ••• .. . . .. .. . . . . . . . . . . . . . . . Created on June 2009 •• •• •• •• ... . . . ... . . SNoREs Ile soon 0 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) ,—,, �p PROPERTY OWNER: 6Mr��bTf�v�,Tio�J � yW� U-C, PERMIT# ADDRESS: N60 4E 101 t)T FOLIO NUMBER:'1I`3ZOS—ON'00 SO FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS(12 MONTHS): /,j L..+ COST OF PROPOSED IMPROVEMENTS: Z3� ec•a� (ATTACH COPY OF CONTRACT) 1.0TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):jZ3,t'?0. VALUE OF PRINCIPAL STRUCTUR tach appraisal): 1308,OZ0 OWNERS SIGNATURE: ® DATE:/0(9& PLANREVIEWER: .. ... . . . . . .. PLAN REVIEWER SIGNATURE: ; •�; !_DATE: . .. . . . . 00; . .. ... .. . . . .. . ... . ... . ... .. . . . . . . . . . . .. . . . . . . .. ... . . . . ... . . . . . . . . . . . . Created on June 2009 •• •• •• •• ... . . . ... . . 15NORFS• Lf tt �.■■■ �_ uumTC1r1 �LORIDp SUBSTANTIAL IMPROVEMENT/DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY,AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING ALSO: Foundations including; Spread footing, Continuous footing, All Labor and other Costs associated with isolated footing, piles and pile caps Demolition, Removing, Replacing, Slabs including; Monolithic, floating, Installing Building or Altering Building elevated Components Walls including; Exterior walls, Bearing Construction Management/ Supervision walls, Shear walls Overhead and Profit Beams, Tie Beams, Columns and Posts Equivalent cost for: Wood decking, Floor and Roof Sheathing Donated Materials Trusses, Joist Volunteer Labor (including owners and Windows/Doors friends) ALL BUILD/NG ELEMENTS, INCLUDING Any Improvements Beyond Pre-damaged Condition, including; Interior Partitions, Walls, Columns Utility Upgrades Drywall, Ceilings, Code Upgrades Built in Furniture, Cabinets, Vanities All Fixtures ITEMS TO BE EXCLUDED Flooring, Tile, Carpet, Stone, Linoleum, ect. Plans and Specifications All Finishes including Drywall, Paint, Survey Costs Stucco Plaster, Paneling, Tile, Marble, Elevation Certificate Costs and Moldings Permit fees Roofing Material Debris Removal ALL HARDWARE Items not considered to be REAL Property Rugs, Furniture, Refrigerator, ALL UTILITY and SERVICE Appliances not Built-in EQUIPMENT Outside Improvements, Including; HVAC Landscaping Electrical System and Equipment Sidewalks P• gs • • •• Plumbing System and Equipment •• ••• • ati • Security System and Equipment • Farb &g . Central Vacuum System •• •• •4he >�g�� •• .. ... .. . . . .. Plumbing Fixtures Sheds Gazebos Lighting Fixtures and Ceiling Fans ••• •;• 1r Sri ••. •:• Water Systems including • . .. . . pool . . . Softeners/Filtration ..; •.• •.• ;• . . . . . . . . . . Created on June 2009 •• •• •• •• ... . . . ... . . sRainawc State CertMed — { License Number Provldin9 Solutions to all your roofing needs" OTD ° 0 .. , I 4 x� pAx I1 -)_,car Goncalves/Oscar Arbaho k4l' fv;,_il, ,_;: 1460 NE 101 Street Florida 33181 M ',.i�a.� 3cq; � Fax3M.61 0154 �/vtb.I.lifl, W,V �IfIq.11t'I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • State Cefted t? Rai LKenseNumber way CCC1329162 �. RANG ,; r r 1 "Providing Solutions to all your roofing needs" SPECIFICATIONS: TOLE RE-R00F ® Obtain all necessary permits required by local municipality. • Remove existi�g roof to a smooth workable surface. • Replace up t C LFA • �s of plywood roof sheathing where necessary. Re-nail wood deck with 2.5"ring shank nails along beams where necessary. • Install 300 felt mechanically fastened with 1 1/4"ring shank nails and 1 5/8"tin caps. • ["stall new 3x3 galvanized drip edge metal with 1 114"ring shank nails along perimeter of roof. • Install new lead stacks where necessary to replace existing. • Install at least two(2)new all-purpose vents if necessary to improve attic ventilation and cooling. • Install applicable wall flashings and counter flashings where necessary. • Instali 16"galvanized valley metal sealed with flashing cement and 4"cotton membrane. 1 Reinforce entire perimeter of roof with flashing cement over upper edge of drip metal to reduce the likelihood of future flashing leaks. ♦ Install one layer of Polyglass TU Plus Modified Tile Underlayment back nailed on overlaps to prevent slippage. • Install Hip& _R (AA along all ridges to allow foam adhesion of ridge tiles. • Install Tile:CAMP IZ . - ,AATAY(OnJ --- with Polyfoam. i Finish tile eaves, gables, valleys and ridges with concrete mortar. • Clean premises and haul garbage away for final inspection. Initials 17400 SW 89th Couit, Miami Florida 3315/ 30A93.89931 Fax 305.675.0454 www talnawayfootir)g, (,t •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • -, "NI state Cer"flid away Llcen Num r in ( ` CCC1329162 R00FIND 51 Providing Solutions to all your roofing needs° DATE: October 6t^ 2015 OWNERS NAME: Oscar Goncalves/Oscar Arballo CONTACT No.: 305-733-3428 ADDRESS.- 7460 NE 101 Street,Miami Shores,Florida 33181 RAINAWAY ROOFING CORP. , proposes to furnish labor and materials to replace your existing roof per the following scope of work: General ® Obtain building permit ♦ Provide certificate of insurance showing the following coverage: General Liability(1,000,000) ✓ Workmen's compensation(1,000,000) ✓ Copy of State License and Occupational License • Provide job site dumpster and remove all job related debris daily. Place plywood on driveway if driveway needs to be protected from damage. • Set tarps prior to roof removal to protect pool,landscaping,and a/c units as needed. 6 Keep job site in a clean and orderly manner. Rake work area at the end ofjob,use magnetic sweep to pick up nails. • Work consecutive days excluding inclement of weather, inspections,and deliveries. Staff project with qualified mechanics experienced in residential and commercial roofing. • Provide OSHA approved ladders and equipment. 6 Provide copy of permit with approved inspections,copy Of up-lift test(for the roof),guarantee and release of lien at final payment. Form RRC2213 77400 SW 89th Court, Miami, Flori(la X3157 305.393.899;3 Fax 305.675.04`)4 www r,lirlilmivroofinu_rim • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 10 YEAR WAR—RkNTY.ONLABOR AND WORKMANSHIP WE HEREBY PROPOSE 10 FIIRNISH —!Ak()r' I �A'APLIT� J'- NS, FOR I�-jL -- SPECIFICATIONS �um C --M-A IF R A L A INVESTMENT AMOUNT: New TILE Roof: 231180 Includes permits, inspections,engineering,6pc plywood,drip edge,vents,ventll':�:'23,180 Includes *If Special Order Midnight Black Plantation tiles are chosen,add additional$40/square-- $1,560. PAYMENT SCHEDULE: PAYMENTS MUST BE MADE IN A TIMELY MANNER IN ACCORDANCE 10 THE FOLLOWING PAYMENT SCHEDULE AND ARE NOT CONTINGENT ON INSPECTION APPROVALS (EXCEP I PAYMENT#4& #5), RELEASES OF LIEN, OR CARPENTRY PENDING. MATERIAL SUPPLIERS RESERVE THE RIGHT TO FILE CLAIMS OF LIEt\ DELINQUENT ACCOUNTS AND HOMEOWNER IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH SUPPLIER LIENS (1).25% UPON SIGNING CONTRACT (2).25% UPON SUBSTANTIAL COMPLETION OF 30# FELT(not contingent on inspection approval) (3).25% UPON SUBSTANTIAL COMPLETION OF TILE UNDERLAYMENT (not contingent an inspection approval) (4).20% UPON DELIVERY OF TILES (5). 5% UPON APPROVAL OF FINAL INSPECTION ACCEPTANCE OF PROPOSAL: Upo I' execution of the contract by all parties and receipt of the deposit, customer acknowledges that the co'_ pony Will immediately utilize the deposit for mobilization and ordering of materials 'o /S and said deposit shall beco e nonrefundable after the 3 day rescission period. DATE 0 P P DATE 00 00 0 0 :0: 00 0 a 0 • *0 0 go: 0 0 . 0 00 0:0 000 00: 000 o a 00 : 0 : : .0 0 : : 0.: :0 0.0 000 :0 go* 6:0 . . . . . *0 0 # 0 00 *0 000 0 0 0 000 0 0 AC132 Engineering Inc. Testing & Engineering Services Certificate of Authorization#8131 Roof Tile Uplift Test Report Tel: 954-245-8976 Fax: 954-301-7776 5230 NE le Avenue Fort Lauderdale,FL 33334 Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Rainaway Roofing Corp Test Date:01/05/2016 Permit#RF-10-15-2676 Property Address: 1460 NE 101 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 4 in 12 Entegra Roof Tile 45.18 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive-Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number:243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 20.00 sq 20 As per FBC 2014 Passed Field Area: 25.18 sq 26 As per FBC 2014 Passed No.of Corner 9 9 As per FBC 2014 Passed Ridge Areas: 210 pcs 20 As per FBC 2014 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic.Therefore,this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. CordiallytAcedo, AC62 Eg Inc. (NOA 09-1005.01) An PE Fla. R 466 '\\b qu 6\\ 1 ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18�'Avenue Fort Lauderdale, Florida.33334 Phone: (954) 245-8976 Fax: (954) 301-7776 U� - 41 — I / / IT T" T \ . ' T I I T \ T _ / T I T �"= \ z F �t Miami Shores Village g Building Department NOV 0 #-�o,� .Ab - en e, i i ' res, Florida 33138 BY. VS0 7. x° 3 5) 756-8972 'PH B R:(305)762-4949 '. '` -T4 '' FBC 201 BUILDING Master Permit No. -t0-t,5-- 1v PERMIT APPLICATION Sub Permit No. F-]BUILDING ❑ ELECTRIC ❑ ROOFING [j2/REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Ate DRAWINGS JOB ADDRESS: I YOO lte !o I STI City: Miami Shores �I County: Miami Dade Zip: 331.3 c� Folio/Parcel#: 1151, 6O Z.N(o50 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: �� @ BFE: FFE: OWNER: Name(Fee Simple Titleholder): OAY Wd5T12(&r40/J + x(ezI"l r-r#: Address: W I 915 4�A_� 6wp 7,18 Z15, City: H(Arl I State: &, Zip: Tenant/Lessee Name: Phone#: Email: ,,r __ CONTRACTOR:Company Name: �Pln�A A� Pl&e !!//r M�`''��J Phone#(x5) _G 1,9 3 Address: IT400 � 2H Ul- ` City: k(A 141 State: _ 1 �Sttaate�: �c� Zip: Qualifier Name: dJl�lN� 1" ^ ,5�, 'i4l�IY Phone#: State Certification or Registration#: C1( �(3& l 1 G Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z_S� 100. Square/Linear Footage of Work: 441,518 SI; Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 1 <—051004 : "AlI q LE T(Ls,:: I_ &(4C6 g6c- 141rZ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bondingtompany'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 9A Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this � S4'(4 day of UI600� ,20 js by 5 day of /V 0 VC-;NOOC4?-- 20 15 by WUlli2. r )/IIC-"6S ,who is personally known to 0JWf4 ON :F 59 who is personally known to me or who has produced_9A- 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: 6�4 Sign: &�-/d Print: Print: -tall P11- N to Public State of Florida ]MEE] aeo on aes raciela Reyes Seal: Seal: aQ My Commission EE 194157 n EE 194167OF BExpires 04/30/2016 016 APPROVED BY ' Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) E Florida Building Code 5th Edition (2014) CEIVED High-Velocity Hurricane Zone Uniform Permit Application Ferm NOV 0 6 2015 Sectionem) pj&tegp Slope d Roof Syst o X RRoofSystem Manufacturer: 4 NOUM of Acceptance Number:__ Minimum Design Wind Pressures, If Applicabie f From RAS 127 or Caic ullations): P1. P2: P3; 100. 7 Maximum Design Pressure 2-- From the NOA Specific System): 140. 1 Method Of tile attachment:`JI tz PAN 49ACSwe, z'er 'sqbirnm Ll St"D Sloped Roof A Y816111 Description as 111111116 Dock Type: ype Unded n—t: Roof Slope: � -60 nsulation: L 12 U n� no Fire 1386ffe—r: r4 Ridge Ventilation? astener Type&Spacing: - A[ 1pr dhesive Type 41(01% LAP 'ok pe Cap Sheet: OOAAL- -M6 oof Covering: Mean Roof telght: A) z- WL04� - Type DripdlZ L Edge Miami Shores APp OWED e ZONING DeprT By DA79 BLDG;DEPT SUBJECT 8"0 CC41pu 4MCE % STATE Ajyj)CC;LIVO V 0,U1, RMUL4 Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems,choose either Method 1 or z..Compared the values for M,with the values from M t°If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable 1 " en Rase m t d Tile Calculations Per RAS 127' f �ethod (Pt= I = cl z00- _.Mg:773�_ '5 MIAMI-DADE COUNTY M MIAM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville,FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Betel Air,Bel Air Double Eagle,Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0430.04 and consists of pages 1 through 10. The submitted documentation was reviewed by Gaspar J Rodriguez. MtAM1-RADE COUNTY NOA No.:15-0223.18 U, Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W= 12 '/4" nail holes. For adhesive set, direct deck or Thickness= '/z" battened nail-on applications. Bel Air Double Eagle L= 17" TAS 112 Flat profile concrete roof the equipped with two Concrete Tile W= 12 '/4" nail holes. For adhesive set, direct deck or Thickness= ''/2" battened nail-on applications. Ponderosa Concrete Tile L= 17" TAS 112 Flat profile concrete roof tile with slate finish W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness= %" direct deck or battened nail-on applications. Ponderosa Double Eagle L= 17" TAS 112 Flat profile concrete roof tile with shake finish Concrete Tile W= 12 %4" equipped with two nail holes. For adhesive set, Thickness= %2" direct deck or battened nail-on applications. Golden Eagle Concrete L= 17" TAS 112 Flat profile concrete roof tile brushed finish Tile W= 12 '/4" equipped with two nail holes. For adhesive set, Thickness= '/z" direct deck or battened nail-on applications. Trim Pieces L=varies TAS 112 Accessory trim, clay roof pieces for use at hips, W=varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. NOA No.:15-0223.18 MIAMIOAD,COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 2 of 10 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-001-02-01 TAS 112 Aug. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7214-(1, 5 , & 8) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7496-(1 &4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 NOA No.:15-0223.18 L_ APPROY Mu�hn papa Couwnr Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 3 of 10 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 11.4 1.42 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers - A (ft') Tile Profile (ft3) 3 Batten Application Direct a Ap ication Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:15-0223.18 MIAMI-DAD,COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 4 of 10 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7':12" Bel Air, Bel Air Battens Direct Battens D Oeist Battens Direct Battens Direct Battens Direct Double Eagle, Deck eck Deck Deck Deck Ponderosa, 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Golden Eagle, Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel Air, Bel 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1-10d Smooth or Screw 7.3 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 18.8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 30.8 18.2 Ponderosa 2#8 Screw 51.7 51.7 24.4 Double 1-10d Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail Field Clip Tile 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasteners are located a min. of 2'/2" from head of tile. NOA No.:15-0223.18 MIAMMADE COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bel Air, Bel Air Double Eagle, Adhesive' 31.32 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 11 s Ponderosa, Golden Eagle, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 C0.44 Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol Pro TM. 4 Medium paddy placement of 24 grams of Pol Pro TM Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Sets 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA No.:15-0223.18 Mu►r7� ecouNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". EAGLE, FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR,BEL AIR DOUBLE EAGLE,PONDEROSA,GOLDEN EAGLE,PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the installation of this system. NOA No.:15-0223.18 MIAMI•DAD;COUNTYWANAWExpiration Date: 10/05/16 Approval Date: 09/24/15 Page 7 of 10 PROFILE DRAWING _ w Ho 17 117% BEL AIR of r4 17 - ,� 1i as BEL AIR DOUBLE EAGLE NOA No.:15-0223.18 MIAM14)ADECOUNTY Expiration Date: 10/05/16 �MiMsnApproval Date: 09/24/15 Page 8 of 10 s �y ,r 17 l PONDEROSA � a �a �e PONDEROSA DOUBLE EAGLE NOA No.:15-0223.18 MIAMI•DADe COUNTY E�gjmjmsyjmxpiration Date: 10/05/18 Approval Date: 09/24/15 Page 9 of 10 i `1 11 27W �s �7 GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.A 5-0223.18 MIAMI-DAD,COUNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 10 of 10