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RF-15-227cs 2-1Uz- BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department JAN 30 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 0 Master Permit N-9-%_� 22T Sub Permit No. �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 6 I NE 106 sr City: Miami Shores County: Miami Dade Zip: 33/38 Folio/Parcel#: 11. 213& - 00(a0380 Is the Building Historically Designated: Yes NO %/ Occupancy Type: SIPR Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): is a ; hol WE 1066sr LLL Phone#: 78(0 - 408- 3(e/ol Address:_ Il„l ()_1.06, srrreef City: t&L&.A ., State: Vic. eWc:�_Zip: 33135 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �n ,At4uT'�_Oo�iN� , ir+Cr Phone#: 'ABG ^311?— 2. r7,9 Address: $Otoo NW t&6 �. City: t M�....— State: Ft_,,2«l4a.. Zip: 330 0S Qualifier Name: Phone#: State Certification or Registration #: c=j=_ Certificate of Competency #: DESIGNER: Architect/Engineer: Address: . � (` 61rk for thi`06'rmYt $�sk Work:' Addition [ Alter OD one#: City: State: Zip: Square/Linear Footage of Work: 0,000 ❑ New 5PIepair/Replace ❑ Demolition Submittal Fee $ `2 6 ,,1 Permit Fee $ `"ICID . Q"� CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews (Revised02/24/2014) DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ 5Dv TOTAL FEE NOW DUE $ -C Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $2500, the applicant must promise in good faith, that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWN A ENT The foregoing instrument was acknowledged before me this �70 day of _•.(ca... -.arc 20 46 , by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign Prin Signature Ai'4. • • The foregoing instrument was acknowledged before me this day of , 20 .,by as me or who has who is personally known to ESI identification and hp° a p TA NMANDEZ pllc - Stale Of Florida NOTARY PUBLIC: My.Comm. Expires Feb 19.2017 tools ta� 'Commission #F,EE.1l78425 iAiqugir Ifailom Nolffy Ilan. a Sign: Print: Seal 4 my Comm. Expires May 6.2018 Seal: z' a;= Commission # FF 118675 %a° :iiNp�� Bmlded TWou0 !Jat WW fawy AsW �k�k�k�k�k�k�k9eek�k�k�k�k�k�N�ktk+kik*�k�lege$�k�k ek+k�k�k�kNey+*��e�k�k�kN��k�k�k�k�k�k�k�kateMt�k�k�k�k�k�k�k�k�k�k�k&�k�k�k�k�F�k�Cs�k�k�k+kN��k�NF�F�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k�k9t�kKe�k�kN+�k�k+k APPROVED BY Plans Examiner Zoning Structural Review . Clerk (Revised02/24/2014) AC7C'RJ7 CERTIFICATE OF LIABILITY INSURANCE lU1TE(MYY) TYPE OF INSURANCE 01/221/151/15Y THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlHcabm holder Is an ADDITIONAL INSURED, the poticypes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Hsu of such endorsement(s). PRODUCER All Florida Insurance 7782 Wiles Road 6,,ANTACT JOSE HERRERA PHONE (qN 510-7321 1 F No. (954) 510-7323 -MAIL jheTrera"ins.crom INSURERM AFFORDING COVERAGE NAIL # Coral Springs, FL 33067 INSURERA: CONTRACTOR MANAGING GENERAL INSURANCE Phone (954) 510-7321 Fax (954) 510-7323 INSURED INSURER 0: INSURER C : MOONLIGHT ROOFING INC INSURER D : 8060 NW 186TH TERR INSURER E: MIAMI, FL 33015 (954) 646-2358 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALLAUTOS NED SCHEDULED ❑ AUTOSBODILY ❑ HIRED AUTOS ❑ AUrOS D INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:- THIS UMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE INSR WVD BR POLICY NUMBER tip Up EFF POLICY EXP eM�Nu UMITs A GENERAL LIABILITY 0 COMMERCIAL GENERAL LIABILITY MS -MADE ❑ OCCUR F-1❑ CLAIMS-MADE ElPERSONAL N CPPOO15469 08/01/2014 08/01/2015 EACH OCCURRENCE $ 1,000,OW.00 PDR MI TEs GE TO E nos $ 100,000.00 MED EXP (Arty one person) $ 5,000.00 $ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000000.00 GEHL AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑PRT ❑ LOC PRODUCTS - COMPIDP AGG $ 1,000,000.00 DED $ 250.00 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALLAUTOS NED SCHEDULED ❑ AUTOSBODILY ❑ HIRED AUTOS ❑ AUrOS D Ea BRINED Sdem)INGLE LIMIT BODILY INJURY (Per person) $ INJURY (Per accident) $ erPaERd 1nDAMAGE $ ❑ UMBRELLA UAB ❑ occuR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION❑ AND EMPLOYERS' LIABILITY Y i N ANY PROPRIEfORIPARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED? (Mandatory In NH) ❑ It yyes describe under DESCRIPTION OF OPERATIONS below NIA WC STATU- ❑ OTH E.L. EACH ACCIDENT $ EL DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) ROOFING SERVICES CERTIFICATE HOLDER CANCELLATION ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) OF The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Northeast 2nd Avenue AUTHORED REPRESENTATIVE Miami Shores, Florida 33138 v ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) OF The ACORD name and logo are registered marks of ACORD 11-07-2014 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: PERSON: 11/21/2014 EXPIRATION DATE: 11/20/2016 NUNEZ ORLANDO R FEIN: 263936645 BUSINESS NAME AND ADDRESS: MOONLIGHT ROOFING INC 8060 NW 186 TERRACE HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: 1- LICENSED ROOFING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES ,� DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW •aCq,—�• EFFECTIVE: 11/21/2014 EXPIRATION DATE: 11/20/2016 PERSON: ORLANDO R NUNEZ FEIN: 263936645 BUSINESS NAME AND ADDRESS: MOONLIGHT ROOFING INC 8060 NW 186 TERRACE HIALEAH, FL 33015 SCOPE OF BUSINESS OR TRADE: 1- LICENSED ROOFING CONTRACTOR IMPORTANT FO Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. H Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 Miami shores V Building Department 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: 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; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 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. I Your contractor is requesting a permit under orkers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or for your project. The contractor has provided an affidavit stating that he or she will be the o y person owe o wor on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.. Therefore, you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade Q The fore oing was acknowledge before me this 2 day of 1142164., 2015_. By who is personally known to me or has produced as iaentia o NE je- o P i - to t Florida Notary: _I J"r f s ay 6.2018 SEAL: nded Through Tonal Notary Assn. Contractor Signature: State of Florida County of Miami -Dade The foregoin was acknowledge before me this 2 day who is personally known to nit' or p diked as identification. Notary: — SEAL: ° 0 CERTIFICATE OF LIABILITY INSURANCE °A�`M°DIYYYY) CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 9/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER THE INS DISCOUNT SHOPS NAME CT LUCIA M RODRIGUEZ PHONE -No Ext)• 30F22F6600 _. ac. Nal: 2450 SW 137TH AVE #219 EAWL MESS•_OMA oR aha@YAHOO.009A_. OCCURRENCE $ INSURER(Sl„AFFORDtNG COVERAGE NAIC _ INSURERA: FWCJUA INSURERS: MIAMI FL 33175 INSURED MARGO G C INC 13415 NW 8TH STREET INsuRERc_: __. INSURER D: __. .. MIAMI FL 33182 INSURER E,. FEIN: 820542681 DISURER F. CAVERAPEQ CERTIFICATE NUMBER: 14n"00A13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LIR TYPE OF INSURANCE StISN POLICY NUMBER j POLICY EFF MPMlO� EXP LIMITS GENERAL LIABILITYEACH t OCCURRENCE $ COMMERCIAL GENERAL LIABILITY > PRERIlISES (Ea oxunerlce), $ E CLAIMS -MADE ❑ OCCUR I MED EXP (Arty ane person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMPIOP AGG < $ kGEN"�'L AGGREGATE LIMIT APPLIES PER: POLICY .. PRO• JECT LOC $ LIMIT AUTOMOBILE LIABILITY ( F(EaI iNdEerOitS� $ ANY AUTO BODILY INJURY (Per person) $ ALLOOWNED SCHEDULED BODILY INJURY (Per aceidanl) $ OS NON -OWNED T PROPERTY DAMAGE $ HIRED AUTOS AUTOS i (Peraxide __— I$ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ _ EXCESS LUU3 CLAIMS -MADE AGGREGATE $ _ ... ext $ DED RETENTIONS WO ERS COM ENSATION X NAY J1AI OTH ER A AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE (Y-i-Nj OFFICEOPRIETREXCLUOERI 17 I NIA 2837C92A E.L. EACH ACCIDENT $ 100,000,00 9/26/2014 9/2612015 ---.-m - (Mandatory In NH) I —f ! E.L. DISEASE - EA EMPLOYE $ 100 OOD.00 I If yea. describe under j j E L. DISEASE - POLICY LIMIT $ 500 OOD.00 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Ia required) State License: CCC1327917 & CGC1504102 UIZKiII•IL;AItHVI-UCK vr�nvcauy ,vn MIAMI SHORES VILLAGE 10050 N E 2 AVE. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE, FL. 33138 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVEC�4(\�� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: (— am— t G 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: " Property Address: ( G, I &jE jQr. rr >r-eZa�� a%='mtb , �- Roofing Permit Number: Dear Building Official: IdS� certify that I am not required to retrofit the roof to wall connections of my building because: )<The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions Of 1994 ed' ' of the South Florida Building Code (1994 SFBC) 6 Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 20{:L- _ _ bayo ORLANDO NUNEZ ? • tart' PAllc - State of Florida CorrSmxpires May 6.2018 Notary Public, Sate of Florida at Large •,;` , o?:eariXtirough National Notary Assn. • when the just valuation of the structure for purpose of ad Ao-WITMEM lsqu to or mo—re nT306 o00.00, and the building was not constructed with FDO nor a 1894 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5/21/2009 Detail by Entity Name Florida Profit Corporation SECTION M INC Filing Information Document Number P09000079226 FEI/EIN Number 271198848 Date Filed 09/23/2009 State FL Status ACTIVE Effective Date 09/21/2009 Principal Address 3821 EL PRADO BLVD MIAMI, FL 33133 Changed: 04/29/2010 3821 EL PRADO BLVD MIAMI, FL 33133 Changed: 04/29/2010 CHOWDHURY, EQRAMUL 1 3850 BIRD ROAD PENTHOUSE ONE CORAL GABLES, FL 33146 Officer/Director Detail Name & Address Title P SABA, SERAJ A 3821 EL PRADO BLVD MIAMI, FL 33133 Title VP MESTRE DE SABA, MARIA B 3821 EL PRADO BLVD MIAMI, FL 33133 Page 1 of 2 http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 1/30/2015 TAX D E E D STATE OF FLORIDA COUNTY OF MIAMI-DADE Tax Sale Certificate Number 09-22314 issued on June 01, 2010, and the application for the issuance of a tax deed was filed in the office of the Miami -bade County Tax Collector. The applicant having paid or redeemed all other taxes or tax sales certificates on the property described below, and due notice of sale having been published, and no person entitled to do so having appeared to redeem said land, such land was sold for cash to: SECTION -M, INC. whose address is: 38218 Prado BLvd Miarvii, FL 33133 being the highest bidder at the public sale held on November 13, 2014 and who has paid the sum of his bid' as required. by the laws of this state. State of -O Miami-Dadb G6uw Florida, And described as follows:: - DUNNING$ MtAM1 SHORES EXT NO 2 PS 41-78 LOT 14: BLK 20: LOT WE 7611-11 byW j U tTelinda Brown 1 1ty6 15 Fermeda Berry e38042 BEFORE ME, the undersigned notary public, personally appeared Ina Melceras, Deputy Clerk of the Circuit Court in and for Miami -Dade County, Florida, who is personally known to me, and who acknowledged the execution of this instrument to be his own free act and deed for the use and purposes theralry mentioned. SWORN TO AND SUBSCRIBED BEFORE ME ON November 18, 2014. fia; State of Florida, At Large This instrument prepared by THIS DEED IS SUBJECT TO GOVERNMENTAL TAXES AND LIENS, AND TO ANY RIGHT; INTEREST, PUBLIC EASEMENTS, RESTRICTIONS, AND COVENANTS THAT MAY SURVIVE THE ISSUANCE OF THIS TAX DEED IN ACCORDANCE WITH APPLICABLE LAW -Daniel CalWe e33038 Deputy Clerk of Circuit Court Miami -Dade County, Florida RE: Permit # r -1- 15 22•:' Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 4— — q — 15 I �Z�� — licensed as a (nfZntracto ngineer/Architect, (Prfit name and cede use Typ) FS 468 Building Inspector License * CCC (I2 99 9 "* On or about ` == Q 2-p I ,1 did personally inspect the roof deck nailing and (Date & time) r work at lino l � '1 E kQ& aV"- 5t4orc-.50 3 3 l 1 � (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) // x zzz'c Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this W—IL day of Notary Public, Sate of Florida at Large r Moe • state-&fwwa My Comm. Expires. Feb 119.201; . C"tdaetoa'#r.EE.#7G'W *General, Building, Residential, or Roofing Contractors or any Individual c erd ied under 468 F.S. to mace such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each InsPection Revlsed on 5/2112009 LAS CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor MOONLIGHT ROOFING, INC. Job Address 161 NE 106 ST MIAMI SHORES, FL. 33138. Owner's Name SERAJ SABA Type of Tile VILLA 900 Approximate Roof Height 12' feet Roof Pitch 3/12 Approximate Square Footage of Roof 20 ft2 Date Tested 03/23115 Number of Tests 49 Contact Name FRANK Permit # RF -1.15-227 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 71380-0156 LOCATION # OF TEST PASS # OF TEST FAIL Corner 7 Tests 7 Pass Test 0 Fail Perimeter 11 Tests 11 Pass Test 0 Fall Field 22 Tests 22 Pass Test 0 Fail Ridge 9 Tests 9 Pass Test 0 Fail TOTAL 49 Tests 49 Pass Test 0 Fail IN RCCOROANC1 WITH THE CRITERIA OF PROTOCOL PA206, THIS ROOF ASSEMBLY HAS PASSED TWE STATIC UPLIFP QWALT{YCONTROLTEST. THIS TAS IOSTEST HAS BEEN PERFORMED IN FULLACCORQANCE TO THE REQUIREMENTS OF DADS COUNTRY, WMi NO DEVIATIONS. THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT YAWFOR INSURANCE CLAIMS v .QIIRT _ L, , r r 1 R.A v go A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofMection ,gmail.com LAB CERTIFICATION # 14-1215.04 T T T T T T T T 03/23/15 PERMIT. # RF -1-15-227 161 NE 106 ST MIAMI SHORES, FL. 33138 T - T - T T T T T T T T T T T T T T T T T T T T 7066 SW 44t` Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 led owe RE: Permit # 9F--1-15— 22:7 Miami shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 "Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: :2-2q—/-67 �a�r>o I �3 U ayE Z licensed as a (n ntracto Engineer/ Architect, (Print name and circle uc ense Type) FS 468 Building Inspector License #: 2 8 g �— On or about I did personally inspect the roof deck nailing (Date & time) work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large�1 :��,,, lromrnit�sia�'��EE. 'General, Building, Residential, or Roofing Contractors or any individual cerHtli ed under 4p",16 iia A . Include photographs of each plans of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on (7/10/2014)5121/2009 o � � ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Pam* Application Form. Section C (Low Slope Application) Surfacing:. Gf AW V IAt'Eta Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Bass Sheet Attachment: (if a component Is not used, identify as "NA") System Manufacturer: GA EMA-2tW60 Corp. Product Approval No.: 02-2—/5 Design Wind [pressures, From RAS 128 or Calculations: P1 • - 49.2 P2- - 82.6P3 • -124.3 Max. Design Pressure, from the specific Product Approval system: =52-a Deck: Type: 5 " GaugefThickness: Lg Mint . Slope: MAX. i ..e l . Anchor/Base Sheet & No. of Pfy(s): WA Anchor/Base Sheet Fastener/Bonding Material: T i insulation Base Layer: I Base insulation Size and Thickness: i Bass Insulation Fastener/Bonding Material: Field: ! " cc ® Lap, # Rows 2 a —9—° cc Perimeter. Jo-- cc 0 Lap, # Rows 4 @ (-- cc Corner: h- oc ® Lap, # Rows i 0 --62 cc Number of Fasteners Per Insulation Board: Field -S/A— Perimeter IA Corner N A illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener -Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 Ru+ 12° Top Insulation Layer ( sw1fs )vsa Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheets) & No. of Ply(s): 175 BASE Sited ( f ) Base Sheet Fastener/Bonding Material: PYA" [L8 A(AiIC w,.c� -rivet—CADS Ply Sheet(s) & No. of Ply(s): GAFSI&s p y 4 (2) Ply Sheet Fastener/Bonding Material: I.4n•r AsoaALT =gepE iy Top Ply: Wi 4 I — 11 p - 1 11) Top Ply Fastener/Sonding Material: N= AqpkAJ4- m#6 ty "i4ra �t) Ply + W 479 61tisiswit (-) 315e3 11 U CiAly. Drip e4f% Mean Roof Height 2010 FLORIDA BUILDING CODE — BUILDING 1" ?a SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renatled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining 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 an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the ante ' r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service fife of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. l�dll5' ner is S gnature Date Con ctor's Sig Lure mot NE (OG Property Address Permit Number MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy GAF 1361 Alps Road Wayne, NJ 07470 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: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut,. Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) Securock'M Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima Base Sheet, Stratavene Eliminator' Nailable Venting Base 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat Weld'M Sheet, Ruberoid® 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exPlym 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a -- fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPlym 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill Tec' #12 Fastener or Drill-Tec'M #14 and Drill - Tec" 3" Steel Plate, Drill-TecT' AccuTrae Flat Plate or Drill -Tec' -M AccuTraco Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Flex Ply' -m 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52. S psf. See General Limitation #7) GAFGLAS® #80 Ultima' Base Sheet, Ruberoid' 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Teem #12 Fastener or Drill-Tec'm 414 Fastener and Drill -Tec TM 3" Steel Plate, Drill-Tec'M AccuTrae Flat Plate or Drill -Teem AccuTraco Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS® 475 Base Sheet or any of above base sheets attached to deck with Drill -Tec". 3" Steel Plate, Drill -Tec"' (Continued) #12 Fastener or Drill -Tec"' #14 Fastener and Drill -Tec"" AccuTrae Flat Plate or Drill -Tec"' AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 13-1022.15 MIAMbDADE COUN7Y Expiration Date: 11/04/18 1APPROVEDI Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LDwATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDeckm Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIlVIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one, down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbfinsulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MU�Mt• E coucwrr Expiration Date: 11/04/18 • • • • Approval Date: 11/06/14 Page 16 of 16 1'440 L or 4 / The use of gypsum board under any of the following Class A, B or C systems does not adversely TIYPSUm board is an acceptable alternate for insulation over C-15132 decks. effect the rating, the use of 'h -in. minimum "he use of polystyrene Insulation board between minimum w -in. thick gaper/poiystwene/perlite) is a suitable alternate for polyisOcyanurate board n the folboard lowing Class A, B or C systems. rosin paper (perlite/rosin uard v of rhe RA or "Tapered EnergyGuard RA" or "EnergyGuard Composite 12A" may be substituted for any Atlas polys, 'Ln :nv of rhe following t-asstiered En. ocyanurate insulation to Tnlmbull "Derma Map* may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS #80 Premium Base Sheet" may be used in any of the foilowinq systems. "� ,AFGLAS Flex Ply 6" and "Tri -Ply Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS Ply W. "-�AFTEMP Permaute Recover Board" may be used In lieu of any oenite insulation in any of the following NC Classifications Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fl Un reshleld MB" at 2'h to 3-gal/100- 0111111111 A. 8 and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. . "Ruberoid Heat Weld" SBS rooRno'membrane may be used in lieu of "Ruberoid MOD. SBS products In any applicable Classification. Cuss A 1. oeclu C-15/32 Inclines 3 insulation (optional), —One or more layers partite or wood perilte/polylsocyanurate composite or more layers pe ane or woods fiber or Rb � or Pty sheets Three mora hes r Polyl80cyanurate or urethane or surfacing:.._ Gravel. P ype G1 or "GAFGLAS Ply 4' or 'Tri -Ply Ply 4 por -GAFGLA ate camporate or phenolic. any thickness. PlY 6" hot mopped. 2. socia C-15/32 Iodine: 2 Insu#8t1on (Options!): — One or m perlfte/polYlspcyranurate Composite or layers perifte or woad fiber or glass fiber. or PoiyKOcyenurete or urethane or' nurate Ply Sheet: —Three or More Plies TYDe G1or°GAFGLAethane S F 4"tp or wood pb r�PolYi C8P Sheet — One ply Type G3 "GAFGLAS Mineral Su " or "GAPGa(AS PIy fimPosfte or Phenolic, any thickness. rioted Cap Sheet or "Til-PIy Mineral Surfaced Cap Sheee. 3. Decla NC inclines Insulation ) One or more layers rampowte, ( pNonat s n Y peritte, wood fiber, glass Aber, POlyl Perute/urethanp composite, wood fltier/polyj Ply Sheets —• Two or more plies Type Gi "G fiberl Ply�or � ply composite h s w1c. 2 rate, urethane, Perilte/potyls Cap Sheet: —One I T P P mak, 2 -in. maximum. Ocyanurate DIV Type G3 "GAFGtAS Mineral Surfaced Cap Sheet" or " "G FGLAS Ply 6", Y Mineral Surfaced Cap Sheet". i. Deck: NC Incilne: 1/2 insulation: — One or two layers "Isotherm R", any thickness, hot mo ?fY Sheet:.— Any UL r-I:Issified Aped. gravel surfaced Class A asphalt glass fiber mat system. S. 3eck: C-15/32 3arse heeeb — One —dad rryryn paper, ndiied to Ceck. ?IY Sheep - One olv �YFe G2 "GAFGLAS » 75 Base Sheet" or "Til-pl Ona or more plies T%FC GI "GiAFGLAS Ply 4- or 'Tri -PI P v 475r ase SheeY (may be n..ilt:d). rap Sheets — One Gly type G3 "GAFr Y ) GAFG;LA Ply 6", �f AS Mineral Surfaced Cap Sheet" •:r "Tri-Plv MinPril Surfaced Cap Shetr", rlc &"Cline: 3 lase Sheet: — One Ci % f % e r 'r D sh�+9t. _nn? nr m•.ra?,•,,q 'r �` AFGWS?Fr BaSe ihPet" rr s75 �� '•� -,� �i�iS : !� 1 ter,. - ,,, � I ..�..�i i"! ny :•�inr:r.tl '', .: r _nf% �+,� : '.; 'GL;;5 ;'(/ . . t. r.A ..q .....r.. 7 '^i^-ri! '. •.. ^.na1 Miami -Dade County Buili' Departm Section D Si System Tile R O vstem Roof System Manufacturer. I Hanson Roof Tile Notice of Acceptance Number (NOA): 1, qc� Minimum Design Wind Pressures, N Applicable (from RAS 127 or P 1• •3g.1 P 2: P 1 -100. Electronic Application Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (Na) in the text box. Roof Slope: "/12" Roof Mean Height: 11.6 ft. Method of Tile Attachment: --Adhesive, -rvvro Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: —3" face 26 ga.— Drip Edge Material Type: I —Galvinized Metal— Drip Edge Fastener Type: 1 1/4 RIS NAILS @ 4" OC Hook Strip/Cleat gauge or weight: I —n/a- Deck Type: —5/8" Plywood— Optional insulation: Optional Nailable Substrate: Na Optional Nailabie Substrate Attachment: Na Basesheet Type: #30 LB astm D226 Fastener Type for Basesheet Attachment: 11/4 R/S NAILS Tile Underlayment (Cap Sheet) Type: Tile Underlayment Attachment Method: kee-6j Tile Profile: medium Miami -Dade County Building Departmen High Velocity Hurricane Zone Roofing P Sec>> gn E (Tile C Iulations Method 1 "Moment Based Tile C Ilculation: For Moment based file systems, use Method 1.. Compare the valu for Mr with greater than or equal to the Mr values, for each area of the roof; ; the file ath P 1: 39.1 x X.289 11.30 - Mg: P 2: (o$.! x x.289 = 19.4,9 - Mg: P 3: x 2..289. _ �{. �G _ Mg: Method 3 "Uplift Based Tile For Uplift based Me systems use Method 3. Compare the values for P with the each area of the roof, then the file attachment method is acceptable. P1:x1:�=�xMr -W:�=I P2:©x1s®= xw:O=�-W. P3:x1:�=�xw:�= -W:�=I Where to Obtain Information to Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Symbol i = Mr2:N:5 Table 1 RAS 127, or t P1 or P2 or P3 engineer based on A H s P zmmvsv, 8 .w. -+R -M N Mg Mf 4Q Mr F s Fr W 1 a_ I _ length w = width L Form W. If the Mf values are is acceptable. = Mrl :5 •'( NOA Mf = Mr2:N:5 5 210.1 NOA Mf = Mr3: 26.1 NOA Mf lations Per RAS 12T' for Fr. If the F values are greater than or equal to the Fr values, for xCos 0:F"I=Fr1:5NOAP xCos 0:®=Fr2:5®NOA F x COs A: 0 = Fr3: 5 NOA F the calculations Where to Find engineer analysis prepared, signed and sealed by a professional Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated �� Product Approval (NON Product Approval (NOA) Hanson Roof Tile 1340 SW 34`b Ave Deerfield Beach, FL 33442 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: Hanson Hacienda Double Roll 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 request of the Building Official. This renews NOA# 11-1031.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 IAWMIAMI-DADE R- COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/vera Hanson Roof Tile 1340 SW 34`b Ave Deerfield Beach, FL 33442 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: Hanson Hacienda Double Roll 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 request of the Building Official. This renews NOA# 11-1031.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Identifier Test Product Applicant Dimensions Specifications Description Hanson "Hacienda" Length: 17'/4' PA 102(A) Low profile, interlocking, extruded concrete roof Width: 13" TAS 112 tile equipped with two nail hole and double roll '/a" thick Withdrawal Resistance Testing of Sept. 1993 ribs. For direct deck or battened nail -on, mortar or screw vs. smooth shank nails adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, PA 108 w = varies Professional Service Industries, rakes, ridges and valley terminations. PA 112 varying thickness Inc. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Deerfield Beach, FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service Industries, 224-47099 PA 112 Sept. 1994 Inc. The Center for Applied 94-060B PA 101 March, 1994 Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 NOA No.: 12-0917.07 MIAMI-DADECOUNTY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation Testing 528454-2-1 PA 101 Sep. 1998 Services 520109-2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381-249 TAS 112 09/20/07 American Test Lab of South RT1024.01- 11 TAS 112 10/28/11 Florida 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Hanson `Hacienda' 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 (lbf) Length-1(ft) Width -w (ft) Hanson Hacienda Tile 10.0 1.4375 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile (ft3) Batten Application Direct Applica on Hanson Hacienda Tile 0.267 0.289 Tab 3: RestoringMoments due to Gravity - M9 (ft-lbf) Tile Profile „ 3 :12 4": 12" 6": 12 6": 12" „ 7 :12 or arester Hanson Hacienda Tile Battens Dir t Battens Direct eck Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 1 5.92 6.80 5.82 1 6.69 5.70 6.55 1 5.56 6.39 1 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails 43.0 67.5 50.9 Installation with a 4" tile headiap and fasteners are located a min. of 2%" from head of tile. NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61 3M m 2 -Component Foam Roof Tile Adhesive AH -160 45.5 4 Large paddy placement of 54 grams 5 Medium paddy placement of 24 grams Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 20.6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 FASTEl��"' T7l%T T o PROFILE DRAWINGS [CLOCK HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0917.07 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 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: Polyglass Polystick Underlayments 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. APPROVED] NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 MIAM MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianddade.gov/economy Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polyglass Polystick Underlayments 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. APPROVED] NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 %" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass- ManufacturingLocation 61' x 3'3 3/g" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 M AMF � coUNTY Expiration Date: 09/13/16 PPROVEDI Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6598" x 3'32/817 waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'321s" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65'x 3' bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 3732/,," ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 33218" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3124s" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 %" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass- ManufacturingLocation 61' x 3'3 3/g" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12-0713.02 M AMF � coUNTY Expiration Date: 09/13/16 PPROVEDI Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Dimensions Polystick TU Max Roll: ManzrfacturingLocation 65'8"x3'3-3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Specification Product Description TAS 103 and A rubberized asphalt self -adhering, polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Agency Test Identifier Test Name/Reno rt Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI011 l 1 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX2313813 TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-%" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight ft. A second layer of Polystick shall be applied over the underlayment. M NOA No.: 12-0713.02 ®! i .. Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 }GENERAL UwTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (days) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 _JAPPROVEDI co Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with speck prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro 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. LABELING: 1. 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. ]APPRMIAMI•DADE COUNTY • BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 aonoE Expiration Date: 09/13/16 JJAPPROVED Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the file manufacturers NOA's, must be used on all projects for pitch/slopes of 7712" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. & Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or .exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) N iami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 140805.01 rtu an-aADe COU Expiration Date. 05/10/17 �UWAMAN Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile 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 Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive Dispensing Equipment 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 1.61bs./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./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perin/ Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 No MIAMI-DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Revort Date #94-060 TAS 101 04/08/94 257818 -IPA 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 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 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 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'm 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 3Nr 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 assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. 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 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 I It ADHESIVE PLACEMENT DETAIL # 1 ,i, 10196i';1- zWWUU �*m a Ava r sa plww# R"twat Va left ate$ �-.. S lam- F aub aum orae APPROVED 1 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. 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. Medium Profile / Double Pan 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 pan portion of the tile closest to the overlock of the tile being set. 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. High Profile / Single Pan 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 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 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 NO through etc OWMW iWhen hal in F*# 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) 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 cm2) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan 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 pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) 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 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. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Rd RarleG�ti1a111g� esm k "Ph High Profile I Single Pan Tile 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. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) 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 nun) 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. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 2141L tote RatAmPmffieTR# 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) yipprofiteTtle APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 r �A yipprofiteTtle APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 1) Piece enough adhesive to achieve 65 to 70 e In contact with the pan Nle. 2) Tum covers upside down. Place adhesive in to 1 In.frorn outside edge of cover tile. Then install the tilt. Ensure 20 to 24 sq. contact area. ' -00 Iunde►Iayma�nt Eave closure (mater shown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion ofthe eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and comer tiles are flush at eave Ihre. Two Piece Barrel- High Profile Tile Two Piece Barrel (Cap and Pan) 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum V (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. S. 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 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 a Miami shores uVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.8+44 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Sr—!e- ra#k- 1 Property Address:_ ( G,1 WE 1c)G sr ji=t�'-k+'.cer. . f �-- Roofing Permit Number: Dear Building Official: I � ��ar certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 ed' ' of the South Florida Building Code (1994 SFBC) r Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this :40'*b O ORLANDO NUNEZ �Po.`ax oBit tary WP is -State o1 Florida Notary Public, Sate of Florida at Large Coissloio FF x��s may s.7o�e ••::. �,°•••W.97koLm Naiord Not�y Assn • when the just valuation of the structure for purpose of ad Is qu to or more Fiar►$300,000.00, and the building was not constructed with FBC nor a 1894 SFBC. Then you musk provide a building application from a General Contractor for the Roof to wall connection Humane Mitigation. Revised on WON