Loading...
RF-13-496Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191206 Permit Number: RF -3- 13-496 Scheduled Inspection Date: May 10, 2013 Inspector: Bruhn, Norman Owner: VOIGT, THERESA Job Address: 150 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ARCON ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360080050 Phone: 954- 753 -3100 Building Department Comments RE ROOF FLAT & TILE Infractio Passed Comments INSPECTOR COMMENTS False Passed ,X 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- 187267. COUNTER FLASHING FASTERNERS NOT SEALED. WALL WAS CUT ABOVE COUNTER FLASHING AND NOT SEALD May 10, 2013 For Inspections please call: (305)762 -4949 Page 15 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187266 Permit Number: RF- 3- 13-496 Scheduled Inspection Date: May 08, 2013 Inspector: Bruhn, Norman Owner: VOIGT, THERESA Job Address: 150 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ARCON ROOFING Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number Parcel Number 1121360080050 Phone: 954- 753 -3100 Building Department Comments RE ROOF FLAT & TILE Infractlo 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 May 07, 2013 For Inspections please call: (305)762 -4949 Page 7 of 35 CAIZEABo 1 N C. May 4, 2013 Arcon Roofmg 2280 NW 16 St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 150 NW 106 St Miami Shores, FL Permit#: RF 3 -13 -496 Property ID: 11- 2136- 008 -0050 Date inspected: May 3, 2013 Date completed:. April 29, 2013 Roofing Contractor: Arcon Roofmg Carlab, Inc Project # 13 -7682 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your .request and .authorization, a representative of Carlab, .Inc .:completed .the.Roof .. Tile Uplift Test at the above referenced project. This testing was performed in, general accordance with Roofmg Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than a total of 1400 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Entegra Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every comer, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any - questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectful) submitted, ergio Labiste, PE .1733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 ' Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR RESIDENCE 150 NW 106 St Miami Shores, FL Project#: 13 -7682 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46... 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 mass,.,: 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35. Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass Test Test load (lbf) Test Status Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 M , h N J U . I + -I- + o e + I -I- + o + + + + + . • — — M + + 4 e C + + + + + ++ + + + + + + H A R L A 7B, I N 46 LEGEND TEST TEST + FIELD TEST - PERIMETER 0 CORNER C. _- T ENGINEER AND PLANNERS CERTIFICATE OF AUTHORIZATION 6419 IP 8730 S.W. 25 SC, MIAMI. FL 33165 TED 365 283.35 X: 12; FA 305 2260438 APPR ❑X, ROOF TEST L❑CATI ❑NS AND DIMENSI ❑NS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187261 Permit Number: RF- 3- 13-496 Scheduled Inspection Date: April 11, 2013 Inspector: Rodriguez, Jorge Owner: VOIGT, THERESA Job Address: 150 NW 106 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ARCON ROOFING Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile /Flat Phone Number Parcel Number 1121360080050 Phone: 954 - 753 -3100 Building Department Comments RE ROOF FLAT & TILE 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 • April 10, 2013 For Inspections please call: (305)762 -4949 Page 12 of 29 145— f' A(to�- UILDING 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 PERMIT APPLICATION li".-- BY:. e_e._mee_.e_em.__ ,7 FBC 20 G I Permit No. 1 D -41(Q Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: J�, i✓ iA) /0 4 S 1— City: Miami Shores County: Miami Dade Zip: a .1 / ei Folio/Parcel #: /1 --.)J 3/ -4 61. ° 46 d t) Is the Building Historically Designated: Yes NO -°t` Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: 45'6 /-14i /® City: 47 :.414"1-1; .Chien Phone#:..3 ► - 4147- 44377 State: 9-4 zip: 3' J. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: -/&11-J A Phone#: 93.174 7 ,-- Y a u Address: -2-1 )74..s /C if-- City: 4 A CA State: ?"<.-r- Zip: 3 3 A L Y �* t` Qualifier Name: 7-d 4. a., Z /4 e- er / �t Phone #: 9 i 9 % % / Y' Uv State Certification or Registration #: c_Ge 6 X7+6'Y Certificate of Competency #: Contact Phone#: -.17 7-$3 3 / 0 ° Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �l� f 6 414 Square/Linear Footage of Work: 4 00 Type of Work: ❑Additio UAlteration ❑New ❑Rep ' eplace . UDemolition Description of Work: 1.4 41` 6'2' 1 it , 4 / a G 4- / '/e- ®/ t'- 419 :1/ Color thru tile: -1 Submittal Fee $ Permit Fee $ -?06 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ f i 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. moo, V 4-- Owner or Agent The fore oing instrument was acknowledged before me this 1:,/ day of — ; 2013 , by —,2-- i6 - 1— who' ersonally kno me or who has produced As identification and who did NOTARY PUBLIC: Sign: Print: Signature e The fore y of Contractor mg instrument was acknowledged before me this // 441-"X_ , 20/5, by 1e:- is p known me or who has produced as identification and who did take -04 kO°161t `: : :ion# .14 4 OTARY PUBLIC: My Commission Expires: APPROVED BY jj/ 7-7-7 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: /Y/.4- My Commission Expire Zoning Clerk 1111111111111111111111111111 11111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.%®%3 1,34 604 6o-ill STATE OF FLORIDA. CO OF DADE STATE OF FLORIDA: r HEREBY CERTIFY that this a true copy of the COUNTY OF MIAMI -DADE: original flied in this office on day of "FN 2013R0190835 R 81. 28526 Pa 1953i (1as ) RECORDED 03/12/2013 12400:00 HARVEY RUVIIdr CLERK OF COURT 11IAl1I -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will b property, and in accordance with Chapter 713, Florida Statutes, the is provided in this Notice of Commencement. 1. Legal description of property and street / address: /SZ TANASHIA ARNOLD 1144 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: 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 and Address: 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 and Address: 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) ignature of Owner Print Owner's Name 7-4144 Prepared by Sworn to and subscribed before me this / / day of ))4-A-e -4 , 20 Notary Public: Print Notary's Name: My commission expires: MARIA TA1 EAhO Public - Stets of Florida My Comm. Expires Jan 11, 2016 l Commission # EE 139865 Bonded Through National Notary Assn. Address: "C 'IR E® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 9/20/2012 II CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS Er rIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES El W. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED _' . :ESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. RTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to :rms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the iIticate holder In Ileu of such endorsement(s). 1'1 ')UCER ;u re -Link 50 NW 14th St to #1180 rise FL 33323 CONTACT Kira Siegmann PHONE (954) 308 -1348 INC. No. Extl: IFAX (954)308 -1350 (A/C. No): E -MAIL ADDRESS: kira @insure- link.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Canal Indemnity 27790 n Industries, Inc.& Emanuel Cazacu -prises dba Arcon Roofing Nw 16th Street no Beach .AGES FL 33069 INSURER B :Progressive Express 10193 INSURER C : INSURER D : INSURER E : INSURER F : CERTIFICATE NUMBER:Master 12 -13 EFF 9/20/12 REVISION NUMBER: IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD )ICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS RTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS TYPE OF INSURANCE ADDL INSR SUBR W VD POUCY POCY NUMBER POUCY EFF (MMIDDIYYYY) POLICY EXP (MMIDDIYYYY) LIMITS GI ,)ERALUABIUTY % I COMMERCIAL 1 GENERAL LIABILITY CLAIMS -MADE X OCCUR GL102142 9/23/2012 9/23/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE R IS(EaE commence) $ 50,000 MEDEXP(Anyoneperson) $ 5,000 PERSONAL &ADVINJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 iLA;GREGATE LIMIT APPLIES PER 'O' ICY ) I JFe-r pi LOC $ unt RILE LIABILITY ANY AUTO ALL OWNED AUTOS I TIRED AUTOS _ SCHEDULED AUTOS NON -OWNED AUTOS 04369366 -3 9/23/2012 9/23/2013 COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Par person) $ BODILY INJURY (Peracddent) $ PROPERTY DAMAGE (Peraccidert) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DE!) 1 I RETENT ON $ itatiSCOMPENSATION I-Joi'LOYERS' LIABILITY t' I ?)I'HIETOR/PARTNER/EXECUTIVE �'C.'7MEMI3ER EXCLUDED? !:$1 ay in NH) ,cribe under • . ^' ON OF OPERATIONS below Y /N N/A I WCSTATU- 1 IOTH- TORY LIMITS I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE- POUCY LIMIT $ ti NON OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) .TE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2nd. Ave El Portal, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. , AUTHORIZED REPRESENTATIVE Brett Lickteig /KIRAS°' -y �- 25 (2010/05) 1 1! U5 }01 ©7988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 113/2013 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 POUCIES 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 ions of the policy, certain policies may require an endorsement. A statement on thls certificate does not confer rights to the certificate holder in lieu of such ets ement(s). PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 CONTACT NAME: FAX (NC NA Ert): 1- 800 -277 -1620 x4800 Nop 727- 797 -0704 MAIL : INSURERS) AFFORDING COVERAGE NAIC# INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED FrankCrum 1-800- 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURERS: INSURER 0: INSURER D: INSURER E: EACH OCCURRENCE INSURER F: 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 POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. pleR LTa TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (PAM/ODIYYY'n POLICY EXP (MMIDD/YYYYj LIMITS GENERAL LIABILITY COMMERCIAL GENERAL UAB4.ITY ICLAIMS•MADE EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES commence) $ OCCUR MED EXP (Any one mason) $ PERSONAL &ADV INJURY $ GENERAL AGGREGATE $ GEM. AGGREGATE UMrr APPLIES PER: IPOUCY I-1PRWECT I_TLOC PRODUCTS - COMP/OP AGO $ — $ �. AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea acc dent) $ INJURY (Perpereon) $ — BODILY INJURY (Per natant) $ _ PROPERTY DAMAGE (Per accident) $ _ $ UMBRELLA UAB EXCESS LIAE OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DED I 1 RETENTION $ $ j) Ay' .:. ? , WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY ANY PROPRIETORIPARTNERIEXECUTNE OFFICERIMEMBEREXCLUDED? (Mandatory In NH) It yea, describe under DESCRIPTION OF OPERATIONS below N/A WC201300000 1/1/2013 1/1/2014 WC BTATU- 0TH- X TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 E.L .DISEASE - EA EMPLOYEE $1,000,000 E.L DISEASE - POUCY UMIT $1,000,000 �h r r� L, I DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more apace Is required) EFFECTIVE 07/12/2006, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO ARCON INDUSTRIES, INC. DBA ARGON ROOFING DBA EMANUEL CAZACU ENTERPRISES (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. �'�� ti VILLAGE OF MIAMI SHORES 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE 7,,y -rte/ ACORD 25 (2010/05) The ACORD name and Togo are registered marks of ACORD ©1988 -2010 ACORD CORPORATION. All rights reserved. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 - 1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA :ARCON ROOFING Receipt #:185 -998 FING /SHEET METAL CONTRA Name: ROO Business Business Type: (ROOFING .CONTRACTOR) Business Opened:02 /06/1984 State /County /Cert/Reg: ccc 0 5 7 6 7 7 Exemption Code: Owner Name: LUCIAN I HERLO /QUAL Business Location: 2280 NW 16 ST POMPANO BEACH Business Phone: 954- 979 -9400 Rooms Seats Employees Machines Professionals 5 For Vending Business Only Number of Machines: Vending Type: Tax Amount 27.00 Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LUCIAN I HERLO /QUAL 2280 NW 16 STREET POMPANO BEACH, FL 33069 2012 - 2013 Receipt #03B -11- 00009584 Paid 08/29/2012 27.00 A MPS /U11 MI . a •■••• ...... .a.+..,_ • . • • 0.12:;i::. ;12 0.7 0490 ..d; C•0 #74. sb*T'At s 4.06 'iR-orifiSSio.. 'REGliLATION TRY jOARD: SEQ# L1208200187 . • LICENSE. NB ctit' tinder th4 Viovisibils oChapt Expi rat i9n, 4a,te : AUG , , 2014 KEN LAWSON SECRETARY 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 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: / Z l .€ M- 1: Date: Property Address: /� -' /U 4J / a ' •% Roofing Permit Number: Dear Building Official:,.// certify that 1 am not required to retrofit the roof to wall connections of my buildin because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this /1 day of %/' Notary Public, Sate of Florida at Large P6-1-44-- J..t. MARIA TALiERICC **FY Public - State of Florida My Comm. Expires Jen 11, 2016 Commission # EE 139865 onded Through National Notary As • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the budding was not •• s 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 `50 nw 106 street Selected Property Information Property Information Legal Description Assessment Information Exemption Information Sales Information Additional Information Featured Online Tools Tax Comparison Tax Estimator TRIM Notice View Taxes Additional Online Tools Back to Results Folio: Property Address: Owner: Assessment Information Land Value: $44,981 $44,981 Market Value: $191,142 $191,309 Taxable Value Information County: $50,000/ $56,744 $50,000/ $53,635 City: $50,000/ $56,744 $50,000/ $53,635 Street Map I Aerial Mal) 2012 Aerial Photography 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 Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments. and suggestions email: pawebmail©miamidade.qov. GIS inquiries, comments, and suggestions email: gisemiamidade.gov. Home Privacy Statement Disclaimer ! About Us ' ADA Notice 1 Phone Directory Contact Us Mck Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No, Contractor's Name Job Address . . 450 0 • It Low Slope ❑ Asphaltic Shingles HIGH- VELOCITY HURRICANE ZONES 4-12 44.1J lo-6 A4 / ) 0 6. `3 .t ROOF CATEGORY ❑ Mechanically Fastened Tile 21. Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Efiqumarliativerilt ROOF TYPE ❑ New Roof ®Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION tJO Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /926 Section B (Roof Plan.) ' Sketch Roof Plan: illustrate all.,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. 4±. gr-r5- 0 F3 APPROVED 7.0N1MG DEPT 1- 0 0 O ww J G W cc z z 0 2 Z O 1- 0 F— Z wQ W m Q cn (/) t r•' 4- j- — ^ . ;. t • 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Perrnit Application Form. Section C (Low Slope Application) Fastener Spacing for Anchor /Base Sheet Attachment Field :. 5" oc @ Lap, # Rows Z @ ° oc Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as °NA") System Manufacturer NOA No 02_42 -i q a Perimeter: d " oc @ Lap, # Rows3 c7@ 4 oc Comer: J " oc @ Lap, # Rows @ —r" oc Design Wind Pressures, From RAS 128 or Calculations: 7 Number of Fasteners Per Insulation P1: 1 P2: 71 P3: /VI- Board Max. Design Pressure, From thisakectfic NOA System: S 2- Deck: Type: Gaugerrhickness: J T " f agd et Slope: Anchor /Base'Sheet & No. of Ply(s): Anchor/Base Sheet FastenerBonding Material: Insulation Base Layer Base Insulation Size andThickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. % `4- Top Insulation Size and Thickness: i1���• Top Insulation Fastener/Bonding Material.' Base Sheet(s) & No of Ply(s):' s7 S-- 404117 BawShes�tt4astenc/gondMaterie Ply Sheet(s) & No. of Ply(s)(: ra-- i '.t'' ` . i v fA -CC Ply Sheet Fastener/Bonding Material: A TopPly:C46 d r s4c — Top Ply Fastener/ Bondina el41 f Surfacing: wry 44.22 Field Perimeter rComer 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. (1. Or keik Parapet . Heioht J Z. Mean Roof Height 2010 FLORIDA BUILDING CODE -- RESIDENTIAL Florida Building Code Edition 2010 . High Velocity Hurricane Zone Uniform Permit Application Form. Section ® (Steep Sloped R f System) HIGH-VELOCITY HURRICANE ZONES Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): ' P1: 3 . P2: , I P3: oe. .Maximum Design Pressure Product Approval Specific System:.- Method of tile attachment: co 4--,p, . Roof Slope: : 12 Steep Sloped Roof System Description Deck Type: ype Underlayment: fnsiIlation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: ype Cap Sheet: Roof Covering; ,4sTh - 36 `b Ridge Ventilation? Mean Roof Height: /' 2010 FLORIDA BUILDING CODE -- RESIDENTIAL Type & Size Drip dge; 13)4_3 - ,.& f x yAu � i/ti 4 , Id 44.23 HIGH-VELOCITY. HURRICANE ZONES • • 44.24 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" x 00 37P= ,Z%774 - Ml - acs = Mr17. 97 r/ Product Approval M 3 2 7 (Pi: (r " :w.�. x Vt.?: 74/4- Mc-- =1►�ry1 + Product Approval Mr (.1'3: ad x ". 1, ) - Mr = V/ ,,,� 4 � • Mr Product Approval M, Method 2 "Simplified Ville Calculation Per Table Below". Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mean Roof Height Roof Slope 2:12 3:12 4:12 5:12 6:12 7:12 Mr Required Moment Resistance* 16' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 26.9 i 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 36.1 32.8 • 30.5 • 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used in conjunction with a Iist of moment based tile systems endorsed by the •Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3: Compared the values for F' with the values for Fr. If the F' vales are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • Method 3 "Uplift Based 'file Calculationas Per RAS 127" (P,:xl:_ =x w:= ) -W xcosQ•.�= F „: (1'2: xl: _x w:_ )- W :xcosB.•= F,�;' (1'3: xI:= x w := ) -W: _x cos 'Fr3: F. .F. Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or 23 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE• 7 Mean Roof Height H Job Site RoorSlope 8 Job Site Aerodynamic Muitiplier A. Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, I Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length Product Approval 14=t width All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE -- RESIDENTIAL CHAPTER 15, SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As It pertains to this section, it is the responsibility of the roofing contractor fo provide the owner with the required roofing permit, and fo 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•initials in the designated space indicates that the item has been explained. v 1 Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and wafer 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_ az oning _code_should..beaddr -essect as- part-of-the-agreement-between-the-owner and the contractor. __ 2. Reaicalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (High- Velocity Hurricane Zones) of the Florida Building Code, Building. (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 (re., 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 ce1ings•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 rodf system mand /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): If is required that rainwater flow off so•that the roof Is not overioaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge If overflow scuppers wail outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapters 16 and 16 herein and fhe Florida Building Code, Plumbing. 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. Excepflon: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. v Owner's /Agent's Signature Form AB -326 (Page 2 of 7) New 3/16/09 3-N-- /� : G �.I,� L Date Contractor's Signature MIAMWADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI --DAD +' COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 IViIAMI, FLORIDA 33130 -1563 (305) 375 -2901 . FAX (305) 375 -2908 GAF Material Corporation. 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 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 AM 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 desdribed 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 Conventional Built-UP 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. TERIMNATION 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 Count, 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. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by. Jorge L. Acebo. MIAMI DADE couNi -v APPROVED NOA No.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1:. Wood, Non - insulated • Deck Description: /32!t or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTI Eliminatormx Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID6' Heat We1dTM Smooth or RUBEROID® Heat_We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 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. (Maxi rauamDesign Pressure -•05 psf, See General Limitation #7J GAFGLASO Ply 4, GAFGLAS ®Flex PIyTM 6, GAFGLAS4'#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 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 -•15 psf, See General Limitation #7) GAFGLAS'D 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5ps}; See General Limitation #7 GAFGLAS® #80ULTIMATM, RUBEROID ®20, RUBBROID ®Mop Smooth, base sheet attached to deck with approved 1A" 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 psi, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill- Teen' #12 standard, #14 or # 15 Screws and 3" Drill- TecTM• steel plate or Drill -Teem/ 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 #V Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill- Tec'rM 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 M1AMPDADE COUN NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 • Page 17 of 19 Ply Sheet: Cap Sheet: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill-Teem steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One rovij 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} One or more plies of GAFGLAS® PLY 4, no ULTIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 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 Ibssq. respectively in a flood coat of approved asphalt at 601bs.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 20-40 Ibs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof . Coating,.at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterrM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra EIastomeric•Roofing Membrane, EnergyCote',q roof coating applied at 1 to 1.5 gal/sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal.sq 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor { sheet. 2. Minimum '' /a" Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 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 lbsisq., 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 12 lbs./sq. Note: Spot attached systenns shall be limited to a maximum design pressure of -45 ps£ 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 . lb£, 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 froin Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer 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 ofperimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The niaxlmum designed pressure liinitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. 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.: 07-1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 • 2007 *ROOFING MATERIALS AND SYSTEMS DIRECTORY r 192 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Coat "A-38 Series ", 0.75 gal /sq. Second Base Coat "A -38 Series", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing. "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 . Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.71b/ft.3 ) Surfacing. Spray application of 28 to 34:mils "T1-8730" (alunninum) 47 Deck NC Incline: 1/2 Insulation: Spray application of.2 -in. thick 'Polyfoam 273" (2.7 lb/ft.3 Surfacing. Spray application of 28 to 34 -mils "U -8782" (ivory) GAF MATERIALS CORP 11306 1361 ALPS RD, WAYNB NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to a G2 base sheets in any of the following Qassifications. 1/2 M. thick (min) gypsum board or 1/4 in. thick (min))' G-P Gypsum DensDecI may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combusfiile (15/32 in. min) roof decks. The joints in the gypsum board and overlay'ment board are offset 6 in. with the joints in the declt.-Tf polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "'EnergyGuard" in any applicable Classification. "GAP Stratavent Eliminator Venting Bath Sheet (Mailable)" maybe mechani catty ttttaroof d orhot mopped over noncombustible decks and as a recover over existin GAFGLAS gsdits Insulaticm may be utilized as a cover board over ."EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically-listened, adhered with hot mopping asphalt or urethane insulation adhesive. Polgstq rene reference in any of the following Classficatons include l'ENERGuar4 EPS Insulation ". S. References to glass. fiber insulation include " EnergyGuard Fiberglass Insu- lation". . ASPHALT PELT SYSTEMS • WITH HOT ROOFING ASPHALT e G2 asphalt glass mat base sheet ( "GAFGLAS #75' Base Sheet" or "G GLAS #80 ULTTh S ") is a suitable alternate for Type 01 asphal.} fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply'6" ) in the Crass A, S or C roof systems•indicated below. '• • The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable> . Perforated to be mopped and nailable to be mechanically attached granule side down., As an option Tyne G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", " GAFGLAS #80 UL.A" or "GAP Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for 01 asphalt glass fiber ply sheet ( "GAFGLAS'Ply 4" or "GAFGLAS Ply 6" )' as the nailed base ply in the following systems. Bottom fastened. ttom ply base sheet may be solid mopped, spot'mopped or'ri rally otherwise indicated, all insulations may be 1 'ot mopped or mechani- cally fastened. " GAFGLAS Flashing" or "Ruberoid " may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation , Crushed stone or slag are suitable altemates.for gravel in any:of the Class A, B or C systems listed Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of ,polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene / perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion m any of the following Classifications. Trumbull "Perma Mop" 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 following � "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS PIy 6 ". • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGPU)—Continued "GA.FTEMP• Permalite Recover • Board" may be used in lieu of any perlite 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 "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A,'B and C • • Hot roofing asphalt, for use with organic end 02aa felts or modified bitumen membranes. " Ruberoid Heat Weld" SBS .roofing membrane may. be used in lieu of " Ruberoid Mop" SBS products in any applicable Classification. Class A • . 1, Decic C -15/32 - Incline: 3 Insulation. (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing. Gravel 2. Deck: C -15/32 Incline: 2 • Insulation (Optional):' One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl "GAFGLAS Ply .4" or. " GAFGLAS Ply 6 ". Cap Sheet One layer, Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 3. Decic NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate .composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in • `' Ely Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 4. Deck: NC Incline 1/2 Insulation: One or two layers "Isotherm R ", 4 in max, hot mopped: Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Decic-C-15/32 • Incline:1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type 01 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". • Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 6. Deck NC Incline: 3 Base. Sheet.. One layer Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or "GAP GLAS Ply 6 ". - Cap Sheet One layer Type G3 " GAPGLAS Mineral Surfaced Cap. Sheet" or "EnergjCap Mineral Surfaced Cap Sheet". 7. Deck C -15/32 • Incline 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type G1, G2 or G3. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. • ' 8. Deck: C -15/32 Incline: 2 • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, .perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. • Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule)% " Ruberoid Torch Plus" (granule), ' Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Plus" (granule). • LOOK FOR THE UL.MARK ON PRODUCT MIAMI DADS COUNTY BUILDING AND NIEIGHBORUOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE .9tb Ave. Okeechobee, FL. 34972 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.govNulldMg/ 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 BNC - 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. BNC 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: Bella "High S" 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 # 09- 0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a roofing system using Entegra Bella "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Bella "High S" Trim Pieces L= 161 /z" W= 13' /q" Thickness =1/2" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. TAS 112 TAS 112 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier 1BA Consultants, Inc. 2421 -94 Redland Technologies 7161 -03 Appendix 111 Redland Technologies Letter Dated Aug. 1994 Redland Technologies . P09647 -01 Redland Technologies P0402 1, Product Description High profile, interlocking, extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report Date ASTM C 1167 June 20.06 Dec. 1991 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aug. 1994 Aug. 1994 Sept. 1993 NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 2 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc, The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 94 -083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 7(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS IO2 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment April 1994 May 1994 Oct, 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 June 2007 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance withthe 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. M inimumdeck requirements shall be in compliance with applicable building code. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3 of 7 4. INSTALIAIION 4.1 Entegra Sales, Inc.'s Bella "High S" 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) . 'Bella "High S" Tile 10.5 1.376 1.08 • NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02111 Page 4 of 7 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile Tile Profile 3 ":12" A(ft3) Batten Application 5 ":12" A (ft3) Direct Deck Application Bella °High S° The Bella °High S" Tile 0.349 Direct Deck 0.378 NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02111 Page 4 of 7 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 2'°:12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12„ Bella °High S" Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens 'Direct Deck 6.19 6.89 6.11 6.80 5.99 8.67 5.85 6.51 5.68 6.33 5.50 6.13 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02111 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Bella "High S° Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 • 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 16.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29,3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails'? 33,1 48.1 60.9 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile: NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02111 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) f • r Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average wei ht per patty 8 grams 3 Large patty placement of 63grams of PolyPro*"". Table 6: Attachment Resistance Expressed as a.Moment for Single Patty Adhesive Set Systems - Mf (ft-Ibf) Minimum Attachment Resistance Tile Profile Tile Application • .Bella "High S" Tile Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.74 3 Large patty placement of 63grams of PolyPro*"". 4 Medium patty placement of 24grams of PolyProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lb f) for Mortar Set Systems . Tile Profile Tile Application Attachment Resistance Bella "High S" Tile Mortar Set° 24.5 5 Tile -Ilia Roof Tile Mortar. MIAMI DARE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved ", OR ENTEU c-� ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PERIVIIT 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. MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 6 of 7 PROFILE DRAWING IAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 Flat/Low Profile Medium Pro, le High Profile Medium Paddy Placement Flat / Low Profile Tile •M) Starting at the eave course,- apply a minimum 2" (50,8mm) x 7" (177.8 mm) x 3/4" (19 zrzn) foam paddy onto the underlayment positioned as shown under the streugthenin.g rib closest to the • overlock of the the being set. 2) Continue in same manner. Insure approximately 10" (64.5 cm'') -12 (77,4 cinz) square inch adhesive coaatact with the underside of the tile. Medium Profile Tile (Double Pan Tile) • 1) Starting at the ease course, apply a minim. mn 2" (50.8 min) x 7" (177.8 mm) x 3/4" (19 mm) foam paddy onto the..underlayment positioned as•shown , under the pan portion, of the tile closest to the overlook of the tile being set. . 2) Continue in same manner. Insure spilt oxiznately 12 (77.4 cza2) - 12 (90.3 cm2) square inch adht:sive contact with the underside of the bile. High Profile Tile (Single Papa Tile) 1) Starting at the eave course, apply a maim= 2" (50.8 mm) x 7" (177.8 trim) x 3/4" (19 ram) foam paddy onto the iinderlayment positioned as drown under the pail porrion of the tile c losest t o the overlook of the tile being set. 2) Continue in same manner. Insure approxilzratety 17 (109,7 cm2) - 19 (122.6 cm2) square inch adhesive contact With the underside of the tile, 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.zov /oera 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: Roofmg 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 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 Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list 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 MIAMI•DADE 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 -1 PA 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 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 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 3M114 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 F'— MS \2/ —W MIAMNDADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 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 MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 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 1) Place enough adhesive to achieve 17 to 23 steep pitch applicators square inches In coma with the pantile Optional 2x4's for 2) Tum covers upside down. Place adhesive 1/2 In. To 1 In. From outside edge of cover tne. Then Install the the. Underiayment Nag through plastic cement MIAMIOADE COUNTY APPROVED Rem top pardon attire eave course covertge. Abutto second course of pantiles. Ensure eave end of pan and cover Mee are gush at save tins. Rave closure (mortar shorn) Weephole Fascia Sheathing Optional Point.up Mortar on longitudinal edges of the NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nall through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement MIAMI•DADE COUNTY APPROVED 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) • Sin x 3 In. Single paddy on under. layment Single paddy under tile Single paddy on top of tile Eave course In. X 7In. medium she paddy eave Fascia course only Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 21n. x 7 in. medium size paddy eave course only } In.x 3 in. Single 4 in. paddy on under - layment Single paddy on top of tile Eave Course Fascia Weephoie Eave closure Drip edge Single paddy between tile 19". 3In.x3in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 In. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MIAMFDADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7