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RF-13-710Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 193624 Permit Number: RF -4 -13 -710 Scheduled Inspection Date: June 14, 2013 Inspector: Rodriguez, Jorge Owner: , B&L REALTY HOLDINGS LLC Job Address: 395 NE 97 Street Miami Shores, FL 33138 -2405 Project: <NONE> Contractor: ACA CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060135800 Phone: (305)788 -8914 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 188989. June 13, 2013 For Inspections please call: (305)762 -4949 Page 24 of 25 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: `V'Z �� `r,� Job Address: .A*- 14E.V.T4 GIPic ‘71' 91 d' i-.1 KA, 1,k114-411 g- C' I cl Roofing Contractor: e.-4? it- 3.417.'.. - C,,"ri®114 Permit Number: r - ® Type of Tile: Cr; d : �' A Eer .• fa. '�� feet Slope: % ■ V) Approximate Square Footage: A, Ladder Approximate Roof Height: IP Type of Access to Roof: OtherRequired, esting Force: 35 lbs. Date Installed: Testing Equipment: F.G.E.1 Ox himpo Instrument Date of Inspection: tt TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location • P or F Test Location P or F Test Location P or F Test Location P or F 1 i t 21 Vt44 41 °45 61 1416 5 81 F044.1 2 22 42 62 i 82 3 23 43 63 83 4 24 44 64 84 5 _ 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48, 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 1 .78 98 19 39 59 ; 1 79 99 20 ,r,� 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter 'Z4 7.4 Field 1 0 Corners No 30 . Hips & Ridges e. 2,0 I , RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan V State of Florida Lic # 63107 FisAMPINferagenttEMMEONOSIMSORISIPattt Mutatival amotownswammaammunlummin : as * * * *CU -a rFl a ��- 1 *'amegi'inuns i► 111 1:/ 1111 .11. l C - ** * ** " 141 & i1in ss 1 intro inno aim s n *imm1 1 11"i11221 alai, ""11 11 1111 1111 /: samost•1 1 *"n2, 161; kil::� _1�1� is ism a : *ate %'fin • niiid r ' __$ ai �` r. P' / M* milinsesaluanaimiumisaminanal 1 ` 11 11 • ma Gnu ; rrm 1s a' v= "t t ►��1i > s.:�1111R$I1111I1I illgAirl'ililisswissimmummaignsassansim nil s.Nowsussum# min #his is argaraisea.i. 1.11101 11.21! Miami Shores Village Building Department RE: Permit # FE-Y-13-90 INSPECTION AFFI AVIT A 04.6 oc/ei i7 Js licensed as a ( (Print name and circle License Type) FS 468 Building Inspector License #: CC e /3 c2 902 /.' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: - ,X '070,3 Engineer / Architect, On or about , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at X 96 /idle Y7 c5ii 3 /38 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit 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. Swom to and subscribed before me this day of Notary Public, Sate of Florida at Large Jose �, eit COt8 0""E' 1658 • TIap1RES' g,R n..00 off *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # Beady shown marked on the deck for each inspection Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC2010 Permit No. Master Permit No.��yy ' 113 ° 1 ROOFING JOB ADDRESS: c� 9L5 sY' /J o ODE'S/ ' Z (30 /3e c93 /c cS City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 't,/ OWNER: Name (Fee Simple Titleholder): ? L j ita-vi 3kOUJ 414 Phone #: Address: 3 q S t^ 91 S4- City: \ *TA c <p‘,4 O cS State: 5- L. Zip: 0313 0 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: A Or?' t//, _44 7 e Phone #: 2) Be- 8 p/4 Address: /6/7,5--- s.5' � /OP P' City: /Ltefili y� State: ,�� Zip: 33 /66- Qualifier Name: 0t°� pee/'/ /6 Phone#: Cq.05) 7g6'- 87/ State Certification or Registration #: e /y e .mac 19c / 9' Certificate of Competency #: Contact Phone #: Email Address: „Qi?e26'8✓e ®/67 `1 C Y ay/ DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ t0 5 3 Square/Linear Footage of Work: "Y3 F ery.5 ❑Demolition Type of Work: ❑Addition DAlteration ONew Description of Work: ,-490/ r7d. w 1%/9 ORepair/Replace * * * * * * * * * * * * * * ** * * * * **** ******** ** * * * ** ** ** ** * * ****** Submittal Fee $ - Permit Fee $ CCF $ CO /CC $ .--,s Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ; r posted notice, the inspection will not be approved and a reinspection fee will be charged. j 4-Signature O r or Agent The foregoing instrument was acknowledged before me this d a y of , 2013 , b y ga who is personally known to)ie or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: R c rbp,,,,t),(- Print: + n n' ,/1r • 61-43111(— My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contracto The foregoing instrument was acknowledged before me this 7ir day of /ha2L1 , 20 I> , by AM re.> Itonv who is person Wally known lo me or who has produced as identification and who did take an oath. NOTARY PUBLII(°.' ROL JLANK MY COMIC,,, ION # EE000573 EXPIRES October 01, 2014 oboyServlce.com * ** Sign: Print: r ya r iron My Commission Ex "' p� E93165o WIReSt SEP Q3,2016 14 Zu' iV7 VON.MROMOTARY.COM ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 0/23 v Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk CFI* 20130265161 BOOK 28567 PAGE DATE:04/08/2013 09 :2912 AM DEED DOC 1,819.80 HARVEY RUVIN, CLERK OF COURT, MIA-0 f ia-3-1 l0 Please Return To Prepared By: Shepard David W. Leskar, Esc' rd & L_eskar, RA. Buyer's Title, Inc. 100 NW 70th Ave. 100 NW 70th Avenue Plantation Plantation, FL 33317 y �� 7 incidental to the issuance of a title insurance policy. File Number. 12 -3710 Parcel ID #;11- 3206 -013 -5800 395 NE 97th Street, Miami Shores, Florida 33138 SPECIAL WARRANTY DEED (CORPORATE) This SPECIAL WARRANTY DEED, dated March, , 2013 by Nationstar Mortgage, LLC, a Delaware limited liability company whose post office address is; 350 Highland Drive, Lewisville, FL 75067 hereinafter called the GRANTOR, to B & L Realty Holdings, LLC, a Florida United liability company whose post office address is: 3900 NW 2°0 Avenue, Miami, Flor. 33127 hereinafter called the GRANTEE: (Wherever used herein the teens "GRANTOR" and "GRANTEE" include all the parties to this instrument and the hells, legal representatives and assigns of individuals, and the successors and assigns of corporations.) • WI'T'NIASSETH: That the GRANTOR, for and in consideration ofthe sum of$I0.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sails, aliens, remises, releases, conveys and confirms unto the GRA all that certain land situate in Mfami -Dade County, Florida, viz: The East 1/2 of Lot 23 and all Lot 24, Block 42, AMENDED PLAT OF MIAMI SHORES SECT ION ONE, aeco to the plat thereof, as recorded in Plat Hook 10, Page 70, of the Public Records Of Miami-Dade County, Florida. 'SUBJECT' TO covenants, conditions, restrictions, reservations, limitations, easements and agreements of record, if any; taxes and assessments for theyear 2013 and subsequent years; and to all applicable zoning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any, TOOETHER with all the tenements, hereditaments and appurtenances theret o belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND THE GRANTOR hereby covenants with said GRANTEE that it is lawfully seized of said land in fee simple; that it has g right and lawful authority to sell and convey said land; that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons debiting by, through or under the said GRANTOR. 255 E CTY CFAs: 20130265161 BOOK 28667 PAGE IN WITNESS WHEREOF, GRANTOR has signed and sealed these presents the date set forth above. SIGNED IN THE PRESENCE OF THE FOLLOWING WITNESSES: / j(J Signature: �-/ Print Name: Signature: Print Name: 1 f, 256 Natio ge, LAX State of County of ,r.- THEM IN INSTRUMENT was sworn and acknowledged before me ^ r� 2013 by: as of Natlonstar Mortgage, LLC, a Delaware ; , Ited liability commit on behalf of the comps He/She is personally known to me or who has produced a driver's license - = • entlf cation. Notary Seal SWD -: 395 NE 97th Street, Miami Shores, Florida 33138 Page 2 Y. f2 Detail by Entity Name Page 1 of 3 Home Contact Us E- Filing Services Document Searches No Events No Name History :Entity Name Search Return to Search Results Detail by Entity Name Florida Limited Liability Company B & L REALTY HOLDINGS, LLC Filing Information Document Number L12000005416 FEI /EIN Number 45- 4288296 Date Filed 01/11/2012 State or Country FL tatus ACTIVE Principal Address 3900 NW 2ND AVE MIAMI, FL 33127 Mailing Address 3900 NW 2ND AVE MIAMI, FL 33127 Registered Agent Name & Address BROMLEY, STEPHEN R 3900 NW 2ND AVE MIAMI, FL 33127 Name Changed: 01/25/2013 Manager /Member Detail Name & Address Title MGRM BROMLEY, MICHAEL W 3900 NW 2ND AVE MIAMI, FL 33127 Title MGRM LEIDESDORF, EDMOND H 3900 NW 2ND AVE MIAMI, FL 33127 Annual Reports Report Year Filed Date 2013 01/25/2013 http: // search. sunbiz. org / Inquiry/ CorporationSearch /SearchResultDetail/EntityName /flat- 112... 4/9/2013 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: 10050 NE 2nd Ave Miami Shores, Fl 33138 tRe: Owner's Name: e Property Address: 3e1, 5 - 116 54 Roofing Permit Number: Dear Building Official: 1 /11 fC 4.44 6 4o-A kV certify that I am not required to retrofit the roof to wall connections of my building because: e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) �f61 6 Print Name icy State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this o2 it day of rh GM ?0J 3 Notary Public, Sate of Florida at Large • When the just valuation of the structure for p A:,„4/- f ad valorem taxation is equal to or more than $300,000.00, a ;; ��r 4�e` SFBC. Then you must provide a building it = ication from a General Contractor for the Roof to Wall connection Hurrican�ee e lititigation. 01""k„ Jose A. Giron C0MMISSI0N #EE8316558 iii-FBC nor a 1994 Revised on 5/21/2009 Property Information: Current Previous Folio 11- 3206 -013 -5800 2011 Property Address 395 NE 97 ST Exemption/Taxable Owner Name(s) OPTION ONE MTG CORP CO BEN EZRA & KATZ PA $0/$314,850 Mailing Address 2901 STIRLING RD SUITE 300 FT LAUDERDALE FL 33312 - $0/$314,850 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ $0/$314,850 Use Code 0001 RESIDENTIAL - SINGLE FAMILY $0/$314,850 Beds /Baths/Half 2/2/0 Amount Floors 1 3/2009 Living Units 1 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. Adj. Sq. Footage 2,602 24155 -0783 Lot Size 9,062 SQ FT $0 Year Built 1950 6/2004 Legal Description MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 24 & E1/2 23 BLK 42 LOT SIZE 78.800 X 115 0R11521-17130782 1 COC 25085 -1853 10 2006 3 OR 26827 -4595 030911 Sales which are qualified Assessment Information: $510,000 Current Previous Year 2012 2011 23224 -0417 Land Value $129,891 $390,000 $112,949 Building Value $201,556 $120,500 $201,901 Market Value $331,447 $107,500 $314,850 Assessed Value $331,447 $60,000 $314,850 Exemption Information: Current Previous Year 2012 2011 Homestead $0 $0 2nd Homestead $0 $0 Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widower) $0 $0 Disclaimer: Page 1 of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $0/$331,447 $0/$314,850 School Board $0/$331,447 $0/$314,850 City $0/$331,447 $0/$314,850 Regional $0/$331,447 $0/$314,850 Sale Information: Date Amount OR Book -Page Qualification Code 3/2009 $30,000 26827 -4595 Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doc stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 1/2006 $795,000 24155 -0783 Sales which are qualified 10/2006 $0 25085 -1853 Sales which are disqualified as a result of examination of the deed 6/2004 $390,000 22442 -3007 Sales which are qualified 9/2004 $510,000 22762 -4992 Sales which are qualified 9/2004 $0 23224 -0417 Sales which are disqualified as a result of examination of the deed 9/2003 $390,000 21659 -0903 Sales which are qualified 7/1982. $120,500 11521 -1713 Sales which are qualified 8/1980 $107,500 10859 -0840 Sales which are qualified 8/1974 $60,000 00000 -0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its Interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm 4/9/2013 NOTICE OF CO ENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CiFIA 2 0.1 1.3R03' O_O15 063 OR Bk 28588 F's 3257; (1 rs ) RECORDED 04/13/2013 10;40:53 HARVEY RUV11.6 CLERK OF COURT. MIAMI —D'ADE C©IJffTYe FLORIDA LAST PAGE STATE OF IH �. THE UNDERSIGNED hereby gives notice that improvements will be made to oerfal _ %a property, and in accordance with Chapter 713, Florida Statutes, the following 141 is provided in this Notice of Commencement. WITNESS my HARVEY 3v, / t rof AD2O /`� and Mai sast CL Cowry Court Space above reserved for use of recording office 1. Legal description of property and street/address: — r®o F t 1 V 1 G+ -c i 'aq5 Pe. C1 i o Slel ft FL, x313 2. Description of improvement: F i I r-®® . 3.Owner(s) name and address: a I c a itm9 Interest in property: ate. 1 Name and address of fee simple titleholder: IS 4. Contractor's name, address and phone number: , G,A, 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 1-1Ctt> SI e'Y1 i CY'Z• 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature*, O , er(s) or O er(s)' A orized Offi ROP Print Name tli (.41C2no 14. Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE �a The foregoing Instrument was acknowledged before me this 4 ay of ‘rt 1 C.. /Director /Partner /Manager Prepared By Print Name Title /Office By r' Ini t ' k a Individually, or ',des mar'':t i CI a r-a'1 13 Personally known, or ❑ produced the following type of identification: Signature oflrtt Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 82.525, FLORIDA STATUTES Under penalties of perjury, l declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) o Owr Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By � By 123_01 -62 PAGES 6/12 P 1/1 , _ ... ....r .. ...... r..... .. r. r..v •ivvv....... „. .v v. JJJJ - �°RD� CERTIFICATE OF LIABILITY INSURANCE L "'04/1'7/13 PRODUCER Florida Bankers Insurance 7278 SW 8 Street Miami, FL 33144 Phone (305)266 -6493 Fax (305)262-0679 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED ACA CONSTRUCTION INC. D /B /A ACA PLUMBING 10237 NW 9 ST 'MIAMI FL. 33172 INSURER A: Federated National Insurance Compan INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A ❑ GENERAL 2 ❑❑ • • GEN'LAGGREGATELIMITAPPLIESPER: ►! LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE {� OCCUR GL- 0504007482 -01 05/25/12 05/25/13 EACH OCCURRENCE 1,000,000.00 PREMISES TO RENTED 100,000.00 MED EXP (Anyone person) 5,000.00 PERSONAL &ADVINJURY 1,000.000.00 GENERAL AGGREGATE 2,000,000.00 POLICY • PROJECT • LOC PRODUCTS - COMP/OP AGG 2,000.000.00 • AUTOMOBILE I� ❑ ❑ • • ri LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY (Per person) (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) II GARAGE LIABILITY • ANY AUTO • AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG • EXCESS/UMBRELLA LIABILITY • OCCUR • CLAIMS MADE • DEDUCTIBLE • RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND . EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below C g q TORYLIM TI S • ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2nd AVE MIAMI SHORES, FL 33138 305 - 758 -8972 At r Di1'G f)nn4 inoa ne SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE : • •, '; . >: ' :::. ©ACORD CORPORATION 1988 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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: FEIN: 06/19/2012 EXPIRATION DATE: 06/19/2014 LEMUS ANDRES 204524410 BUSINESS NAME AND ADDRESS: ACA CONSTRUCTION INC 10725 SW 55 TER MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: 1— LICENSED GENERAL CONTRACTOR 3— CERTIFIED PLUMBING CONTRACTOR 2— REPAIR SERVICE 4— CERTIFIED ROOFING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 06(14), 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 440.06(13), 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 can't lcateOlio 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 L SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ONSI Ii RATIONS dy_ 1524.1 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 Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. y1 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. APR 0 2013 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 4)27 3. Common roofs: Cornmon' roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiurns, 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. 1 14. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be r- •uired. Owner's /Agent's Signature: Date: / 4 Signature: Property Address: ©3 Permit Number: / 13 J t Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform permit Application Form Section A (General lnformation1 Process No. Master Permit No. Contractors Nam Jab Address3 5D . 97,54 ROOF CATEGORY Low Slope M'Mechanlcally Fastened Tile ❑ Mortar /Adhesive Set Tile 0 Asphaltic ❑ M„ ;; I Panel/Shingles ❑ Wood Shingles/Shakes Shingle Are there L7 Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes❑ No ROOF TYPE Type: NaturalU LPGX❑ o New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ?Lit9"4. . 5- 13 F + /0e, 3g,e9 p..4. 1,3 ey Section B (Roof Man). Sketch Roof Plan: illustrate ail levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include . dimensions of sections and levels, clearly Identify .dimensions of elevated pressure zones and location of parapets. A.�AOPO■ngrAT.� s a_erra ■1211x11■■ ��3111 1LI: � 4 IIIIIIIIIIIIIIIIIII iG ■■ oa r C �.• liklillirig ii mlim■ ; ■ ■r �1 ■ "n"1"146"1"11 ■■■ ■ II il I i I�n�� ill i•i �r ;■■ ■� ;o ■ ■ ■� ■,... ■ ■.r mum a ,11 :' *_Sii�r i ■`� i r'i ■ 1101 i�i��s■sar�'��3 "qa II 11 ; ■ ■ F �iiiii ; -i.a ■ • E �j : II 1114 I JIM M DM rib 110,0111. koollym al Oil: 0 • mn■■■■ m ■s■ .. ■s.■■rn 0 II 1f��1LIf1 ■■■R��SM�mr�m!AQAIMee, INA Insulation Base Layer Fastener / Bonding Material: INA Insulation Top Layer Size & Thickness: Section C t Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF MATERIAL COR Product Approval (NOA): 09- 0224.01 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Comers: psf -108.0 psf psf Maximum Design Pressure From NOA: Roof Slope: 1.0 " : 12 Roof Mean Height: psf 10 Parapet Walls: No 0 Yes Parapet wall Height: Deck Type: - -5/8" Plywood -- Support Spacing: NA Alternate Deck Type: Existing Roof: " o/c ft. ISAME Fire Barrier. "4124.- Vapor Barrier. INA Anchor Sheet: INA Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: INA Base Sheet(s) & No. of PIy(s): IGAF GLASSBASE 75# (2), PLY Base Sheet Fastener / Bonding Material: 1 I1 -1/4" RS NAIL & TIN CAP 1 -5/8" 1 Ply Sheet(s) & No. of Ply(s): N/A Ply Sheet Fastener / Bonding Material: I N/A ft. I GAF RUBEROID TORCH WHITE Top Ply Fastening / Bonding Material: TORCH f Surfacing: 1 £/,'!!? SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: NA " 1/2 Sheet Width: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 9 2. Perimeter. " o/c @ Laps & 6 " o/c @ Laps & rows 9 rows " o/c " o/c 3. Comer. ', 6 o/c @ Laps & '�i�� rows WL " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: ED 2. Perimeter: D 3. Comer: Insulation Fastener Type : NA WOOD NAILER TYPE AND SIZE: 122...0 8 FASCIAL WOOD Wood Nailer Fastener Type and Spacing: #10 WOOD SCREW EVERY 12" EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: -- Galvanized Metal -- _..._._.__......___... - -3" face 26 ga. -- Hook Strip Size: Edge Metal Attachment: -- SELECT EDGE METAL HOOK STRIP SIZE -- 1 -1/4" RS NAIL 4 "OC Coping Material: -- SELECT PARAPET WALL COPING MATERIAL -- -- SELECT COPING METAL SIZE OR THICKNESS -- Coping Size: Hook Strip Size: Parapet Coping Metal Attachment: -- SELECT COPING METAL HOOK STRIP SIZE -- Edge Nailable Deck 1 MIAM COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Irderplies ,„ \Base Sheet \,, \ \ \, % k Roof Deck 3 4 Drip Metal Roof Mean Height: Drip Metal: �3" X 3" GALVANIZED 14 Deck Type: I PLYWOOD 5/8" TGFU.R1306 - Roofing Systems Membrane: One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Gravel. 7.. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite. Base Sheet: — Two or more plies Type G2 or G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Pius ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule Surfacing: - Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more plies Type G1, G2 or G3. Membrane: — One or more plies "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1- 2- gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. minimum. Base Sheet: — One or more plies Type G2 " GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1- 1 /2- gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10 ck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: - One or more layers Type G2 "GAFGLAS #75 Base Sheet" or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped or mechanically fastened. PIy Sheet (Optional): — One or more plies Type G1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR" or "Ruberoid SBS Dual FR" or "Ruberoid Mop FR ". M1AM!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID® Modified Bitumen Roof System 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 1 of 31 Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP /SBS Heat Weld Wood, Non - insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOutm Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat- WeIdTM Smooth or RUBERO1D® SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below;. Fastening Options: GAFGLAS® PIy 4, GAFGLAS® Flex PIyTM 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 -4S psf, See General Limitation #7) GAFGLAS® PIy 4, GAFGLAS Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Term steel plate or Drill -TecTM AccuTrac Plates, 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 psi; See General Limitation #7) GAFGLAS® Flex PlyTM 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 S2.S psf, See General LimIttation #7) GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID ® Mop Smooth, base sheet 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 -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 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 -TecTM 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.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 1 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 # Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth, RUBEROID® 20, RUBEROID® SBS Heat WeIdTM Smooth or RUBEROID® SBS Heat- WeldTM) One or more plies GAFGLAS® PLY 4 or GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. or RUBEROID® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof Match"' APP Torch Granule, RUBEROID® EnergyCaprm Torch Granule FR, RUBEROID®Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat We1dTM PLUS FR, RUBEROID® SBS Heat- WeldTM 170 FR, RUBEROID® EnergyCapTM SBS Heat- We1dTM Plus FR, RUBEROID® SBS Heat- We1dTM, RUBEROID® SBS Heat WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS and RUBEROID® SBS Heat We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at I to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply's"' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" Dens Deck or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIIVIITATIONS: 1. Fire classification is not part of this acceptance, refer to "a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, 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 (Le. 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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 Tile Roof System MIAMI.DADE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System I BORALROOFING:.LLC Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 12- 0222.03 P1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable Ws) in the text box. Roof Slope: Roof Mean Height Method of Tile Attachment: "/12" 14 — Adhesive, Medium Paddy Polyfoam Polypro- Altemate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: —3" face 26 ga.— — Galvinized Metal— 1 -1/4 RS NAIL 4 "OC Hook Strip /Cleat gauge or weight — Select Hook Strip — Deck Type: —5/8" Plywood -- Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: N/A Basesheet Type: Fastener Type for Basesheet Attachment: Tile Underlayment (Cap Sheet) Type: POLYGLASS YU PLUS Tile Underlayment Attachment Method: SELF ADHESIVE Tile Profile: BORAL SAXONY CONCRET TILE Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P3: 100.7 x26 x2, 0.313 0.313 - Mg: - Mg: - Mg: 8.03 8.03 = Mr1: = Mr2: = Mr3: 4.208 40.4 NOA Mf NOA Mf 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: xl:l 1= x w: X w: x w: - W: - W: - W: x cos 0: = Fri: x cos 0: E. Fr2: x cos 8: = Fri: Where to Obtain Information to complete tile calculations NOAP NOA P. NOA F' Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Calculated Minimum Attachment Resistance P Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight w Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) Iwi 1AM1. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidadesov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMFD*DE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category:, Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1- 5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. 1- 9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier, 7161 -03 Appendix III 94 -084 94 -060A Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Date Dec. 1991 May 1994 March, 1994 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb: 1995 March, 1995 March, 1995 'Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applicatiops, 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 1121, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applicatiops may be installed perpendicular to the roof slope unless stated otherwise by the underlaymerlt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Cbde. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 MANMADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake MANMADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 " :12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 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 Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.34 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mi (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProT'" - 43.9b 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTM'. 4 Medium paddy placement of 24 grams of PolyProT"". Table 7: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' - 43.9b 5. Tile -rite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH 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- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL ROLES PROFILE DRAWING 13" WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5/32 " (slate) 1 9/32 " (shake) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MANMADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLLFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /economy 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. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub-Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Dimensions Roll: 65'8" x 3'33/8" 60 mils thick Roll: 65' x 3'33/8" Or65'x3' 60 mils thick Roll: 32'10" x 3'32/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick APPROVED Roll: 61' x 3'33/8" 60 mils thick Roll: 61' x 3'3-3/8" 60 mils thick Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofmg membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofmg, roof tile, slate tiles and shingle underlayment. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A rubberized asphalt self-adhering, glass - ASTM D 1970 fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt waterproofmg membrane, glass -fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick TU Max Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3 -3/8" 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification TAS 103 and ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390. 08.12-1 P40390.08.12 -2 P40390.10.12 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA - 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Product Description A rubberized asphalt self - adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103 /ASTM D4798 & G155 TAS 110 /ASTM D4798 & D1970 TAS 103 & TAS 110 ASTM D 1623 ASTM D 1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01. 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/06/12 08/07/12 10/03/12 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 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 -' /2" 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 fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12 -0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 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 roofmg, 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) Polystick MTS Polystick IR -Xe 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 Plus, TU P, Tile Pro Polystick TU Max Flat Tile Prohibited without battens 5:12 No limitation No limitation Profiled Tile Prohibited without battens Prohibited No limitation No limitation 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 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. 0 0 C m Roofing Tiles (6 Max Per Stack) 12 11. Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg 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. APPROVED 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 Expiration Date: 09/13/16 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 tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/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. 8. 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 (NRCA). 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 • 44 MIA r DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144-1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /Dera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 Product Description 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 moment 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 Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MANMADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25-7438-3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101. TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTME84 TAS 114 TAS 101. TAS 101 Date 04/08/94 12/16/96 1 0/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 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 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _w F' =21 MS MIAMFDADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3of7 ' Y R 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 uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 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 RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 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 2 to 3 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 - 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 r 1 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1. SINGLE PATTY Optional as for 1) Place enough adhesive to actdeve 17 to Zl stesn pito vocations square Inches In contact *kb the pan Se " 2) Tum covers upskle down. Place adhesive 112 In, To 1 In. From outside edge of cover Me. Then Install the We. Underlayment Remo top WW1 of the ease course cover*. Matto semi cone of pan tbs. Ensure MIVe end of pan antl cow tiles are flush at eave Dna Eave &sum Weephole Fascia (mortar sham) Nan through plank cement SheatItIng Optional Point-up Mortar on longiludMal edlles cite NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Fascia Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Single paddy 3 in. under tile x3in. Single paddy on - under layment Single paddy on top of the Eave course 2 In. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Nall through plastic cement Underlayment 1 g14 �3 In.X 3 In. 4 In. Single paddy under tile Single paddy between tile 2 In. X 71n. medium she paddy eave course only Single paddy on under- layment Single paddy on top of tile Eave Course Single paddy between tile }%elin.x3In. Single /paddy onundedayment Single paddy on top of the Eave Course Eave Closure 2 in. x 71n. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED Fasca Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 7 of 7 C r ® S A! 9j (,Q il.. d tl^U(�7 d1 G 7' Miami Shores VillageM APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT JO CCNIPLIANCE wiTH ALL FEDERAL STATE ANL) CCUNNi `f ritjL=S AND REGULATIONS PERMIT # 12) " 13 -1 1 0 CONTRACTOR: 19 C 1' Con 5-k ud 1on 1 nc. SUBMITTAL DATE: 4 9 ! 3 ADDRESS: 3951- A 6- 9 7 s+ NAME: 6 7 4 Reo/k1 /)/dng S L C RESUBMITAL DATES: PROJECT TYPE: ,. - 12...c>c, e-,..9 ZONING FIRE • STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BLDG _ _