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RF-13-99
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184356 Permit Number: RF- 1 -13 -99 Scheduled Inspection Date: February 07, 2013 Inspector: Bruhn, Norman Owner: VALENCIA, MARIA Job Address: 164 NE 105 Street Miami Shores, FL 33138 -2033 Project: <NONE> Contractor: J &K ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360130660 Phone: 954 - 961 -7663 Building Department Comments RE ROOF FLAT AND TILE ROOF. COLOR THRU TILE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 06, 2013 For Inspections please call: (305)762 -4949 Page 6 of 27 RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /4J-- /3 I AOA.A■ e- jerro •1/4) licensed as a (n) Contracto /Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CC C 0 ,S4 � S On or about / '13 / 3 /. o P4 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at /G7"/ /`.) /03- 5-J. am, 5 lr Dre) Fr (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this ,2 3 day of J6 A. Notary Public, Sate of Florida at Large 0(3 rQ. . C. OR71Z MY COMMISSION # EE 133795 k: Ilui! •-' / EXPIRES: November 13, 2015 *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 # clearly shown marked on the deck for each inspection Revised on 5/21/2009 CIVIL 1:716 ENGINEER Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305- 397 -6414 Fax: 305 - 823 -3300 / 305 - 884-8834 Website: www.reilehengineering.com February 6, 2013 J and K Roofing, Inc. 201 Sherman Street Hollywood, Florida Project: Dear Sirs; 33020 ROOF TILE UPLIFT TEST REPORT Residential Home 164 Northeast 105 Street Miami Shores, Florida Information provided by client: Permit Number: RF- 1 -13 -99 Date Completion: February 4, 2013 Roofing Contractor: J and K Roofing, Inc. Project Number: 13 -0106 (Testing Laboratory Certificate #11- 0715.04) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Malibu Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation ofthe rooftile 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. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT'FEST Residential Home 164 Northeast 105 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 13 -0106 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 164 Northeast 105 Street Miami Shores, Florida Project Number: 13 -0106 Test Number 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 Reileh Engineering Corporation -- Project Number - 13 -0106 — Page 3 of 5 Test Number Test Load (lbf) Test Status 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 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 Reileh Engineering Corporation -- Project Number - 13 -0106 — Page 4 of 5 Test Number Test Load (1b1) Test Status 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 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass Test 1 -14 Corner, 15 -23 Ridge Caps, 24 -43 Perimeter, 44 -77 Field Reileh Engineering Corporation -- Project Number - 13 -0106 — Page 5 of 5 45' 30 31 13 14 82 29 12 11 33 34 73 69 71 72 70 74 51 S 50 68 28 27 v 53 52 79 61 25 10 76 77 57 !, 58 60 62 54 67 0 24 48 O 38 69 40 49 66 47 65 46 44 59 55 56 37 41 42 63 45 64 2 35 4 3 5 6 43 7 8 62' S51" 11u mum: 900 5F O k112 a CAP T 9T LOCATION FIfLP • 39 COI NW - 70 5F C6 ONip _ P M IMmp b 5 ANC , a = 3' litN01t5 005 fR- pI176 CAF' - 9 COC?Nrt? AP.A - 3' X 3' I -OI 06 APPrOX. t?00F Th51" LOCA110NS AN19 nIMM510N5 i . e ln. Engine( Iu .e( (.'o1113.11tiwlt.; 23'70 \ I')5."s ^c`vue "Miami, l ,l. l 131 - 80i,t8 .1 +0 -_3d 20 `, 388 34 ;it-rcrt ENONEE bib are 1 1 // / h k()c,ti�r., 2111 Slcrmtw `'.t test 1 Ic11v vvtOi,t_i. 1 lct : ";1 Ct) I'rl� jcct. Iti.1 1'r'tlitct 13-0 t;''tztS 1 .1s ll \t the alit 1„ ; ij, °,° I,,. 3.3 It ll?itt 888'0)8e•. t?00118 1 -071 .3} '..}.381833L'111;.111 'FC 1. t c1 ; "' Oii'Ct, \r ifl -- 11 illt.l;1R1 ;l1l,l 818,,•11allICafl IiacJ tit t nac'ets the t ' (1.LLyi1Ft'�ltte °n lest report ltal tour FC\ pct lc R21d >l:L ",:1.11111 lttllsl I 11a11118CI10r0 l'. 11)211t t!'lIlc 31118'1 80-030 d.11i,c;t?l1 L''nei l ' , [8,333 1 tl1l'1a8 „t1;t11 t1it;_'.1'11 r!l'h� I't')ilt .°Id Isl r l ltlde tl ttIt1L::R tloct\. L 8.1 ' linel a C1tC)t Ic'Ll an! qucu\iw/swri|`xconx� bC n1k/rihu'u`y`luncc k`conluc\ibcundcrsi�oud K�^pccU�U} xohrouLu�� \|ohun/uJ�"on^ l'| 4qU|4 P/njut\�luou��r / "/, I (..-s t \ ti 111 h V 1 1111 1 ri 11 1 1 I.' N1 1•Zysitient1:1 11()Itte 164 Niortlit.':Ist 1115 'ti-c&1 Shot's, 1'1(111(1:1 l't 11ju(1 N11[111)1,1, 11-1111111 Icst 1 tszi(.1(111) 1 vs1 Status 1 i •••k 1 ti ■1 ) ........ _ et 1\111111)er 1 est 1 oad (11111) 1 est Status P lest \ unther • 1 est 1 1,1141 Litt) t 1 es t sit tt s s , I , H 1 s 1! acv s seta. yr `11.vs•u11acs11\.16s1/s16i11 1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 047-1 J TAX FOLIO NO. // .243k - 01,3' 06k 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: /6'H--/ ,''UE 1 A r ri .0 r 1 Q.,-es Sec S ''. 1 O- 7 L- 111111111111111111111111111111111111111111111 CF'W 2013R0045!533 OR Bk 28448 F's 4743 °s (1Pa RECORDED 01/17/2013 09:46:56 HARVEY R1IVIN= CLERK OF COURT MIAMI --DADE COUNTY? FLORIDA LAST P.iGE 2�'[[ vnr 2. Description of improvement: 3. Owner(s) name and address: Lj a, c? ,vim /OJ" sf trst4r /6, 0 Interest in property: r 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: STATE OF FLORIDA, COUNTY OF DAVE I Ht` RESY CERTIFY that this tie 7. Persons within the state of Florida designated by Owner u• • ai • provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: W TN' HARV �%► jj ii Ey 6;.•.ca,. %- •ocumerrts',may be served as and Cidiciai CLERK, of Ci i and County Courts (`: , 3 DC 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 speci#ed) Sig re of Owner Print Owner's Name X Sworn to and subscribed before me this /5 day of ,, a=„4t , 20 / S F� Address: Notary Public Print Notary's Name My commission expires: r Prepared by f740' 723.01-52 PAGE 4 5/06 tr.: FRED J. HERRON iQ " Notary Public • State or Florida ' g My Comm. Expires Mar21, 2016 Commission # EE 165061 •nilini •� Bonded Through National Notary Assn. 4 BUILDING 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 JAN 7 213 2010 Permit No. MS 13 [ PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: J 7 Aft / 03-- ROOFING City: Miami Shores Folio/Parcel #: IJ- .21S10- - 0/ 3 - 0,&& 0 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 67 )e✓1 [Dr Phone #: sq( /2i-7 Address: City: 4/6,44: S 140 r e S State: i' Zip: Tenant/Lessee Name: Phone #: Email: OD vv /61 tiE /off3t CONTRACTOR: Company Name: Address: .2 a 0 Si trt"a A_ - Phone #: 2/ City: thA d State: Qualifier Name: /) OA+� 14e1/0A) State Certification or Registration #: Contact Phone #: C Ze/ '7 Email Addre fi Zip: 3.- '. 0 Phone #: ?Ti Fk / �7 Certific to of Competency #: (G -C o J" - 0 ,� I r+n ',PAC. C�iro� Gow, ss: G, DESIGNER: Architect/Engineer: (r Phone #: Value of Work for this Permit: $ %6 .2 00. 00 Square/Linear Footage of Work: 3/ 0 0 Type of Work: ❑Addition ❑Alteration � I ❑New 'Repair/Rep ace ❑Demolition Description of Work: J Y/€ lilt le /e c:� 3 D 90, idokf oA,,, e / ,. Je b ^ .ie /n (o /[ /4r' • 4- 1/• A,f.A. (e.' e.4 tee ,4 .,y►,,0, ed l -{ Color thru tile: ,,, tai l e "1411,) £,&/ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*`*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ v) J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ , 1+ 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, BOTT.FRS, 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 sev n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a „�ejispection fee will be charged. I b 7'1. PLI, Signature - Signature -Owner or ent The foregoing instrument was acknowledged before me this /'1 The foregoing instrument was acknowledged before me this l day of V1 • , 2013 , by 6 /e i ref , who is personally known to me or who has produced Contractor As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: "'Y yP� .` €t Notary Public - State of Horiaa My Commis cap' :c My Comm. Expires Mar 21, 2016 ( ''"� AS Commission # EE 165061 ( �' ...... Bonded Through National Notary Assn. FRED J. HERRON day of .. /eV1 , 20 1 , by /l 01.1 dt..L 116(7,2 ✓t who is personally known tome or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: C li Print: My Commission Exp ..1Y a •.,, ,' u� ,` _ MY COMMISSION # EE 133795 EXPIRES: November 13, 2015 ■ 4 *************** s***** s**** s*;-*** s** s************* s************************* * ** * * * * * * * * * * * *e * * * * * * * * *s * * * ** 104JVY Plans Examiner Zoning APPROVED BY Structural Review Clerk (Revised 3 /1212012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) ..quo CERTIFICATE OF LIABILITY INSURANCE DATE (MML'DD/YYYY) 12/7/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 CONTACT NAME: PHONE FAX x4800 FAX 727 - 797 -0704 (A/C, No, Eat): (AIC, No): EMAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED FrankCrum 1-800 -277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER B: INSURER C: INSURER 0: INSURER E: EACH OCCURRENCE INSURER F: EVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM /DD /YYYY) POLICY EXP (MM/DD/YYYY) LIMITS GENERAL LABIL TY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea °eminence) CLAIMS -MADE OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE LIMIT APPUES PER PRODUCTS - COMP/OP AGG $ POLICY PROJECT LO.. AUTOMOBILE LIABIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION 3 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOPoPARTNER/EXECUTIVE OFFICERJMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N/A WC201300000 1/1/2013 1/1/2014 wcsrATU- 0TH - x TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L DISEASE - POUCY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 1 1, Additional Remarks Schedule, if more space is required) EFFECTIVE 01/29/2003, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO J & K ROOFING, INC. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. UC!<I I IUJCIC MULL/ CR CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI SPRINGS, 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 ,2�� --'/ ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ©1988 -2010 ACORD CORPORATION. All rights reserved. A v 07 1. DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/12/2012 PRODUCER Public Transportation Specialist, Inc 14100 Palmetto Frontage Rd # 210 Miami Lakes, Fl 33016 305- 818 -9544 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 J & K Roofing Inc 2010 Sherman Street Hollywood, FL 33020 9549619879 INSURER A: Canal Indemnity Company INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD L 1 LTR INSRD i TYPE OF INSURANCE POLICY NUMBER � ! POLICY EFFECTIVE DATE MM/DD /YY1 POLICY EXPIRATION DATE MM /DD/YY LIMITS A GENERAL LIABILITY X 1 COMMERCIAL GENERAL LIABILITY GL102345 11/15/12 11/15/13 EACH OCCURRENCE $ 500,000 $ 50,000 $ 5,000 DAMAGE I0 HEN FED PREMISES Ea occurence ) MED EXP (Any one person) l !CLAIMS MADE 1 X I OCCUR PERSONAL &ADVINJURY $ 500,000 I GENERAL AGGREGATE $ 500,000 $ 500,000 PRODUCTS - COMP /OP AGG GENT AGGREGATE LIMIT APPLIES PER: ' I POLICY '! JE O j ! LOC AUTOMOBILE LIABILITY 1 !ANYAUTO I ALL OWNED AUTOS 7 1 SCHEDULED SCHEDULED AUTOS i 1 : HIRED AUTOS i NON- OWNEDAUTOS I—I ! COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY person) $ BODILY INJURY (Peraccident) $ PROPERTY DAMAGE (Peraccident) $ I I GARAGE LIABILITY _! ANYAUTO ~ AUTO ONLY -EA ACCIDENT $ EA ACC OTHER THAN $ AUTO ONLY: AGG $ EXCESS 1 /UMBRELLA LIABILITY OCCUR 7-'1 CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY ANY PROPR1ETORlPARTNER/EXECUTJVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below I TWOCTATIT- S I 10Er E.LEACHACCIDENT $ E.L. DISEASE - EA EMPLOYEE, $ E.L. DISEASE - POLICY LIMIT $ OTHER - DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS Roofing Operation CERTIFICATE HOLDER CANCELLATION Miami Shores 10050 NE 2nd Ave Miami Shores, Fl 33138 305 - 795 -2204 305-756-8972(F) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 1 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001 /08) ©ACORD 1 rf 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: Receipt #: Business Name: J & K ROOFING INC Business T Type: (SPE NG /SHEET METAL CONTRA1OR (SPEC BLDR ROOFING) Owner Name: DONNIE S HERRON Business Location: 2010 SHERMAN ST HOLLYWOOD Business Phone: 954 -961 -7663 Rooms Seats Employees 5 Business Opened:01 /25/200o State /County /Cert/Reg:ccC 058051 Exemption Code: Machines Professionals For Vending Business Only umber of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 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 WHEN VALIDATED Mailing Address: DONNIE S HERRON 2 01 0 SHERMAN ST HOLLYWOOD, FL 33020 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 and zoning requirements. This Business Tax Receipt must tte 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. 2012 - 2013 6197036 °„DATE I'] r•l1\Ai A I ll !s 11I 1 ►1T\/ I I tI A I Receipt *05A -11- 00010039 Paid 07/24/2012 27.00 r I It ILLI ' C TAW 111-1 111 1' ISTIOCUME. ° HA$A.Gf LORED, = ACKGRB a NQi• MICRORRINTING UNEMARO.P :TT NTED PAPS' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ #L12071101301 -'0ATCH NUMBER ` LICENSE NBR )7/11/2012 120023386 CCC058051 he ROOFING CONTRACTOR 'arced below IS CERTIFIED Inner the provisions of Chapter 489 FS. ;xpiration date: AUG 31, 2014 HERRON, DONNIE S J & K ROOFING INC 2010 SHERMAN STREET HOLLYWOOD FL 33020 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Miami Shores Vitiage 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: ‘20-61 - o QL2 Date: I — t 8 -, O3 Property Address: i 14e I / Or s,- Roofing Permit Number: Dear Building cinl: +QL.‘„J . building because:, certify that I am not required to retrofit the roof to wail connections of my The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ra The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 ed)' - rf the Sou Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swam to and subscribed before nom. this /L day of 19i Print Name ct• vl P� 4 4 Notary Public, Sate of Florida at Large --- s„0 s„0 FRED J. HERRON Notary Public - State of Florida •� My m. E Mar °°4•%1:, T� Commission Comxpires # EE 165061 21 2016 � _�, Bonded Through National Notary Assn. 1 • When the prst valuation of the structure for purpose of ad valorem taxation is equal b or more than $300,00100, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building apps from a General Contractor for the Roof to Wall comedian Hurricane Mitigation Revised on 5/21/2009 01141-Dade My Home Page 1 of 2 My Home i -mi•a . •o Show Me: Property Information Search By: Select Item ■ ® Text on�y 1J Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 2136- 013 -O6, Property: 164 NE 105 ST Mailing Address: HSL CAPITAL LP 2600 ISLAND BLVD #2906 AVENTURA FL 33160- Property Information: Primary Zone: 1000 SGL FAMILY - /2101 -2300 SQ CLUC: 0001 RESIDENTIAL - $101,130 SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,290 Lot Size: 12,400 SQ FT Year Built: 1948 City: MIAMI SHORES SEC 5 Legal PB 10-47 LOT 6 & 7 BLK Description: 121 COC 25173 -4159 11 2006 1 OR 28131 -0952 0312 12 Assessment Information: Year: 2012 2011 Land Value: $101,130 $112,367 Building Value: $173,622 $173,772 Market Value: $274,752 $286,139 Assessed Value: $274,752 $286,139 Taxable Value Information: Year: 2012 2011 $260,000 Applied Applied Taxin A g Authority: Exemption/ Taxable Exemption/ Taxable institutions Value: Value: Regional: $0/$274,752 $0/$286,139 County: $0/$274,752 $0/$286,139 City: $0/$274,752 $0/$286,139 School Board: $0/$274,752 $0/$286,139 Sale Information: Sale Date: 3/2012 Sale Amount: $260,000 Sale O /R: 2813 Sales Deeds to or from financial Qualification Description: institutions V. -. Additional Information: Community Development District Community Redevelopment Area Fmnnwemwnt 7nne ACTIVE TOOL: SELECT Q t?, / ar Aerial Photography - 2012 MYr l perty Information I Property Taxes ;,oborhood I Property ;...,..::::pr 0 112 ft Home I Using Our Site I Phone Director,' I I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at .ebmaste . Web Site © 2002 Miami-Dade County. All rights reserved. MIAMIDADE Legend Property Boundary Selected N Property Street Highway Miami -Dade County Water W+E http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/17/2013 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 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. 1. Aesthetics- workmanship: The workmanship provisions of Chanter 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. Renailing Wood Decks; When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current (The provisions of Chapter 16 (High Velocity Hurricane Zones) of the. roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are chose which have no visible delineation between neighboring units (i.e., townhouses, condominiums, «. ) . Ira 3>,11.11 gs 'With common roofs, the roofing contractor and /or OW1- e1-,e,aa .2o t.ify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore; roofing nail penetrations of the underside of the decking may not be acceptable. The pr ides the option of maintaining this appearance. -Water: The current roof system and /or deck of the building drain well and may cause water to pond (accumulate) in low-.. eas of the roof. Ponding can be an indication of structural d may require the— review of a professional structural Ponding may short,en the life expectancy and performance of ling system. Ponding conditions may not be evident until 1 roofing system is removed. Pending conditions should be r3,, - `rt1ow Scuppers (wall outlets); It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. Tr may be necessary to install overflow scuppers in accordance with the requirements of: ?. 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Ofrt,' s,f. gent !is Signature //Y -/3 -_ Date Contractor's Signature Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form JAN Section A (General Information) Master Permit No. Process No Contractor's Name. J ' ,e004,4 4,4 Air- /os"S Job Address 9311 Low Slope ❑ Asphaltic Shingles ROOF CATEGORY 0 Mechanically Fastened Tile ❑ Metal Panel /Shingles I � #: Miami Shores Village ortaFi fjs a Setg'ile ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering SUBJECT 'TO CCMPUANCE WITH ALL FEDERAL STATE AN L) CCUN { RUL SAND REGULATION-NS ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0400 if 00 SECTION B (Roof Plan) Sk I to all levels and sections, roof drains, scuppers, overflow sc per drains. Include dimensions of sections and levels, clearly ide i wns elevated pressure zones and location of parapets. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Cerht n .T" e y ufacturer: NOA No.: it 03?1, o l Design Wind Pressures, From RAS 128 or Calculations: Pmaxl :� . Pmax2: d (r ) Pmax3: Max. Design Pressure, From the Specific NOA System: _ 6,0 Deck: Type: (tit c9 Gauge/Thickness: /d „ •. ',Slope:, A A ichorBaseSheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 6) ss /JAS e Base She Fastener /Bondin g Material: KA .;.4,r S ?,vi Cep Ply Sheet(s) & No. of Ply(s): 2#.7 n Ply S/�ea ner / B o g /�a 1. / L 4_ 47 Top Ply: c);,,,, Top Ply st err ng Mat f3�a� l Surfacing: /044- Fastener Spacing for Anchor /Base Sheet Attachment Field: 'J " oc @ Lap, # Rows 3 @ 0 " oc Perimeter: (D " oc @ Lap, # Rows _ @ �f " oc Corner: (2 " oc @ Lap, # Rows @ � " oc Number of Fasteners Per Insulation Board Field: Perimeter Corner 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. QF • FT. Parapet Height FT wv0J Mean Roof Height Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Root System), Roof System Manufacturer: Product Approval Number: /1- ' C2 / Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 5? P2: 44' I P3: A90 ' 7.._, Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: 4 01 Roof Slope: :12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: I Fire Barrier:( Fastener T y p e & Spacing:104a i i .A.4-1.1s ices I too 61- aI L CAis Bold a 44 Ia't Adhesive Type: Mean Roof Height: / io Type Cap Sheet: igolh 17 k v rIc1mtnt' Roof Covering:I /lac f ; (00 p34.4oa,,,i 17 fc ll Type & Size Drips Edge: 13 K3 xrp f c fx.) ✓ Al I'k° 2/s, +ls 'i f- Florida Building Code Edition 2010 High Velocity Hurricane Zone. Uniform Permit Application Form E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M,with the values from M. If the M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acOOPtabfe. Method 1 "Moment Based Tile Calculations Per, RAS 127" ( P 1 - 3 ' ) x X 2P _ /j• b ) -Mg: (-' Y _ M,, Product Approval Mt (P2: ` .". I x x a$ =ii. 2 ii ')- Mg: (e: = M, /d -!d L Product Approval M, (P3: loo. .7 x =,?e5• 3 g) - M9: (g = Ma g .5- Product Approval M1 Method 2 "Simplified M Tile Calculation Per Table Below" Required Moment of Resistance From Table Below Product Approval, M; Mean Roof Height --i► Roof Slope 4 2 :12 M, Required Moment Resistance* 1 20' 25' 30' 40' 34.4 36.5 38.2 39.7 42.2. 3:12 32.2 34.4 36.0 _ ...... 37.4 39.8 4 :12 30.4 32.2 33.8 35.1. . 37.3. 512 28.4 30.1 31.6 -._. 6.12 7:12 26.4 - 24.4 28.0 29.4 32.8 30.5 34.9 • 32.4 25.9 27.1 - 28.2.. 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for F. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. _ Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x 1: = x w:= ) - W: x cos 0: - = F„ Product Approval F' (Ps: x 1 • = x w:= ) - W: x cos 0: - = F2 Product Approval F (P3: x 1: _ x w:= ) - W: x cos 0: - = Fa Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Me Product Approval Required Moment Resistance M, Calculated - Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval - Tile Dimensions 1= length =width Product Approval All calculations must be submitted to the Building Official at the lime of permit application. BUILDING CODE COMPLIANCE OFFICE (BCCO)' PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: 14IIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction nstruction 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 Cede.- DESCRIPTION: CertainTeed Modified Bitumen Roofing Systems Over Wood Decks LABEIING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fall wing 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. 08- 0227.09 and consists of pages 1 through 38. The submitted documentation was reviewed by Jorge L. Acebo, NOA No.: 08- 0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 1 of 38 .:ROOFING ASSEMBLY APPROVAL' CateOrv: _' Roofing Rub- Category: APP /SBS Modified Bitumen Deck Type: Wood.:: Maximum Design Pressure -60 psf DUDE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT TABLE 1 Product All Weather/Empire Base Sheet FleX-1-dliitm Base Sheet lases FR Base sheet Flintglas® Ply Sheet Type IVor'V1 Flintlastic STA STA Plus 5.0 Fltlastic GTA, GTA -FR or Flintlastic Diamond GTA Flintlastic GTS Flintlastic GMS, GMS Premium Flintlastic FR, FR -P Premium Flintlastic FR Cap Sheet Dimensions 36 "x65'10 "; Roll weight: 86 lbs. (2 squares) 36"x98'9' ;Roll weight'90''Ibs. (3 squares) 393/8" x 50'; Roll weight: 90 Ibs (1.5 squares) 36" x 164'7"; RoII weight 40/55 lbs. (5 squares) 39 3/8" tc 33'; Roll weight: 90 lbs. (1 square) 39 3/8" x 33' 3 "; Roll weight: 105. lbs. (1 square) 39 3/8" x 24'9 "; Roll weight: 92 Ibs. (3/4 square) 39 3/8" x 34' 2 "; Roll weight: 100/105 lbs. (I square) 39 3/8" x 34' 2 "; Roll weight: 105 lbs. (1 square) 39 34" x 34' 2 "; Roll weight: 90 Ibs. (1 square) Test Specification ASTM D 4601 Type II UL Type 15 UL Type G2 ASTM D 4601, type II UL Type G2 ASTM D 4601, type II ASTM D 2178 Type IV or VI UL Type Gt' ASTM D 6222, Grade S, Type II ASTM D 6222, Grade G, Type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type II ASTM D 6164, Grade G, Type I ASTM D 6163, Grade G, Type I Pf orinet DesceiPtiori Asphaitcoated, fiberglass reinforced base sheet. Modified Eltunien boated fibetgaas'§ base sheet: Modified Bitumen'coated fiber' glass base sheet. F eigiass, aspha1fitfip�regnated piy sheet Smooth surfaced APP Modified' Bitumen nici'ttbrane with non- woven polyester, mat reinforcement for torch application.. _ , ,. , Granule surfaced APP Modified Bitumen membrane with -nor- . woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non- woven polyester mat reinforcement for torch application. Granule surfaced SBS Modified Bitumen membrane with non- woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. NOA No.: 08- 0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 2 of 38 Flint !attic Cap T Flintlastic FR Base T Flintlaslic FR Cap CoolStar Flintlastic FR Cap T CoolStar Flintlastic TA, GTA-FR CoolStaiOr Flintlastic Diamond GTA CoolStar GTS CoolStar Flintlastic GMS/GMS Prentittin-PpolStar Flintlastic FR-P/FR-P Premium CoolStar Flexiglas Premium Cap 960 CoolStar Flexiglas Premium Cap 960 39-3/8" x*34'2"; Roll weight 811bs. (1 square) 39-3/8" x 33'; Roll Weight 8 llbs. (I.0 squares) 39 /: ; Roll weight: 90 lbs. (1 square) 3 39 /8" x 34' 2"; Roll weight: 90 lbs. (1 square) 39 3/g" x 33' 3"; Roll weight: 105 lbs. (1 square) 39 34" x 24'9"; Roll weight 92 lbs. (3/4 square) 39 3/8" x 34' 2"; Roll weight 100/105 lbs. (1 square) 39 34" x34' 2"; Roll weight: 105 lbs. (1 square) 36" x 34'6" (1 square) 36" x 34'6" (1 square) ASTM D6161 ASTM D6163 rvi (163 ASTM D 6163 ASTM D 6222 ASTM D 6164 ASTM D 6163 Grade G, Type ASTM D 6163 Grade G, Type OrainilisiiiffieettStiS MOdifie4":" Bitinfinfinieriibrane with fiberglass Mat reinfeitenient for tbrch 1. application. ' Moiifid 'caked fiber"glisAiikSlieet-for FiMsithIftgnti1C surfaced 17 I Modified 13ittiinen ththbthii witlirefleCti COOIStai Fire reSiitiitt; iranitle SinfaCe& S85 Miidified with pbereais• mat reinforcement for Mop applications. COvered.' witlireflective COolStar Coating. GMnuleitirfited, AP1 Modified Bitunen membrane with WaiietillelYeSter mat reinforcement fOitoreli applicatioii. Covered Wititreflettive 'eoCilStar Grannie' sinfaeixl, SBS Modifled 13ittitheit rrieMbrine' with Tian= WroVen'POIYester Mat reinforcement for feral 'SPOlication. Covered with reflective CoolStar Coating. ASTM D 6164 Granule surfaced SBS Modified Bitumen membrane non- woven pobieSterinSt reinforcement for mop application. Covered with reflective CoolStar Coating. D 6164 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non-woven polyester mat reinforcement for mop application. Covered with reflective CoolStar Coating. Covered with reflective CoolStar Coating. , Granule surfaced SBS Modified I Bitumen membrane with fiberglass mat reinforcement for mop ,application. Covered with reflective CoolStar Coating. , Granule surfaced SBS Modified I Bitumen membrane with fiberglass mat reinforcement for mop applications. NOA No.: 08-0410.09 Expiration Date: 06/19113 Approval Date: 11/20/08 Page 3 of 38 Ohm Pc■ly MS GIasBageTM Base Sheet PoIySMS Base Sheet Yosemite® Buffer Base Sheet Black DiamondTM Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Mineral Surfaced Cap Cool Star 36" x 64'4" (2 squares) 36" x 98'9"; Roll weight: 69 lbs. (3 squares) 39 34,, x 64' 4"; Roll weight: 90 lbs. (2 squares) 36" x 32'10"; Roll weight: 90 lbs. (1 square) 36" x 68'7"; Roll weight: 78 lbs. (2 squares) 36" X 32'10"; Roll Weight 78 lbs. (1 square) 36" X 32'10"; Roll Weight 78 lbs. (1 square) ASTM D 6164, Grade S, Type I ASTM D 4601 UL Type G2 ASTM D 6164 ASTM D 3909 ASTM D 4897 UL Type 30 ASTM D 1970 ASTM D 3909 ASTM D 3909 a8e4 S1S IVI6dified' Ashk1t coated,' ti fiberg6i'base sheet. Modified Bitumen coated polyester base sheet. Mineral Surfaced fiberglass reinforced buffer sheet. Self-adhering fiberglass reinforced modified bitumen base sheet Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. NOA No.: 08-0410.09 Expiration Date: 06/19/13 Approval Date: 11/2was Page 4 of 38 Membrane Type: Deck Type 1: Deck Description: Minimum 19/32 ;thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c. SBS MODIFIED Wood, Not- Insulated System Type F(6): Base sheet mechanically fastened. MI General and System Limitations apply. Base Sheet: Fastening: Ply Sh eet: Membrane: Surfacing: Maximum Design Pressure: .Qmply of All Weather/Empire Base Sheet, or Flintglas Premium Ply Sheet (Type VI) mechanically attached as detailed below. ,. t Base sheet shall be lapped 4" and fastened with I i ga. annular ring shank nails and ap and three rows "staggered itt the center o o.c. in sheet . ..c. (Optional) One ply of All Weather/Empire Base Sheet, Ultra Poly SMS, Glas Base, Flex -I Glas Base, Flex I Glas FR Base or Poly SMS or one or more Flintglas. Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered in a full mopping of approved asphalt applied within the EVT ran and at a ra o te psc.. s b. - • • • c i iamon • : ase eet (for use with a torched cap sheet only) self adhered. Q e ly of Flintlastic GMS, Flintlastic GMS CoolStar, Flintlastic Premium GMS, Flintlastic Premium GMS CoolStar, Flintlastic FR-P2 Flintlastic FR P CoolStar, Flintlastic Premium FR -P, Flintlastic Premium FR P CoolStar, Flintlastic FR Cap Sheet, Flintlastic FR Cap Sheet CoolStar, Flexiglas Premium Cap 960 or Ultra Poly SMS, Flintglas Mineral Surface Cap Sheet, Flintglas Mineral Sdtface Cap ' ' Sheet CoolStar adhered to ply sheet with approved mo in "alt a lied Within'' the EVT range and at a rate of 20 to 40 lbsJsq. or Fhntlastic GTS, Flintlastic Cool tar, in . ' ap or mt astic ' Cap T CoolStar torch adhered fu 4 ply sheet. (Optional) Install one of the following: 1. 400-lb./sq. gravel or 300- lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lbJsq. 2. Karnak 97, FlintCoat A -150, APOC 212 Fibrated Aluminum, Henry 520 Aluminum or Grundy AL MB at an application rate of 11/2 gal. /sq. - 60psf. (See General Limitation #7) NOA No.: 08-0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 35 of 38 W0019 DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply '6'When used as a mechanically fastened base or anchor sheet GENtrItAt, LIMITATIONS:' 1. Fire classification is not part of this acceptance, refer to a current Approved Kocifink Materials T)i%ectbty for fire ratings of this product �..;. 2. iti§iilation maybe installed in multiple layers. The first layer shall be attached in cdrttpliance with Product Control Approval guidelines. All other layers shall be adhered in a full h opping`of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sij., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment: " When applied`" In apprhNed asphalt, panel size shall be 4' x'4' maximum: 4. An overlay and/or recovery board insulation panel is requited on all applications over closed cell rcianicinsulations 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.a.; or 'strip mopped 8" ribbons in three rows, one at each side lap and one down the cente r'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 syitein shall be at a minimum rate of 12 lbssq. ` Note: Spot attached systems shall be limited` to a maximum design pressure of-45 psi ' 5. Fastener spacing for insulation attachment is based on -a Minimum Characteristic Force (F) value of field-tested, f , as below 2 5lian Wiith Testing gc}itnent ion Sib � TAS 105. If the fastener' value, as 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 ' Pril essional Engineer, Registered Architect, or Registered Roof Consultant-maybe submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing'Application'' Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117: '" 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). 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.: 08- 0410.09 Expiration Date: 06/19/13 Approval Date: 11/20/08 Page 38 of 38 Membrane:,,— "Flint lastic STA", "Flintlastic STA Plus", "GTA", "GTA Black Diamond" or "GTA White Diamond, heat fused. Surfacing: Gravel. 3. Deck: C-15/1;1' Incline: 1/4 Base Sheet — Type 62, mechanically fastened. Membrane: — "Flintlastic STA", "Flint lastic STA Plus", "GTA", "GTA Black Diamond" or "GTA White Diamond", heat fused. Surfacing: Gravel. 4. Deck: CN15/32* *All joints blocicettWith 2x4's. Incline: 1 Bas, — Type G2 nailed. Membrane: "Flintlastic GMS", "GMS PremiumTM, adhered with hot roofing asphalt. Surfacing: Gravel. 5. Deck: C-15/32 Incline: 1/4 Insulation: —. Celotex "1iy-Tec", 2 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet —Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: *Flintlastic GMS", "GMS Premium", adhered with hot roofing asphalt. Surfacing: -- Gravel. 6. Deck: e- f 5/12 incline: 1/4 Insulatiord Celotex "Hy-Tec", 2 in. min, joints in institatiOn Must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet: — Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Flintlastic STA", "Flintlastic STA Plus", "GTA", "GTA Black Diamond" or "GTA APP White Diamond", heat fused. StitfachicilurGravel. ' - In lieu of any membrane or membrane/surfacing shown below, "Flintlastic Ultra Poly SMS", covered with gravel, may be ulilired. 1. Deck: N Incline: 1 Var rder (Optional): — Type G2 "Glasbase base sheet or UL Classified vapor retarder. IniulatioW (Optional): — One or more layers or combination of the following: UltraGard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet — One layer Type G2 "Glasbase" base sheet. Membrane: — One layer "Flintlastic GTA (-3/4 sq or -1 sq), GTS" (modified bitumen), heat fused or "Flintlastic GMS", hot mopped. Surfacing: — APOC "No. 212 Fibrated Aluminum", at 1-1/2 gal. 100 sq/ft. 2. Deck: NC Incline: 3/4 Vapor Retarder (Optional): — Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. Base Sheet — One layer of Type G2 "Glasbase" base sheet. Membrane: — One layer of "Flintlasfic STA (modified bitumen), heat fused. Surfacing: — Karnak "No. 97 Fibrated Aluminum", at 1-1/2 gal. per 100 sq/ft. c.;)Ileck: C-15/32 Incline: 1/2 Insulation (Optional): — Schuller International "UltraGard Premier", polyisocyanurate, wood fiberboard, perlite, fiberglass, isocyanurate, any thickness. Base Sheet: — One or more lies 'pgf,:glaslime", hot mopped or mechanically fastened. Membrane: — One ply of "Flintlastic FR" (modified bi/umeal.kitiooPPed-in-place. 4. Deck: NC Incline: 1/2 — Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened, any thickness. Base Sheet — Type G2, mechanically fastened or hot mopped. Membrane: — "Flintlastic GTA or STA", heat fused. Surfacing: — Henry Co. "Henry 520 Aluminum", applied at 1-1/2 gal/sq. 5. Deck: NC Incline: 1/4 http://database.u1.com/cgi-bin/XYV/template/LISEX171FRAME/showpage.htrnl?name--T... 12/3/2012 MIAMI•DADE COUNTY BUILT P{C AND NEIGIIBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVIS ION NOTICE OF ACCEPTANCE `(NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Rootri 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 www.miamidade,gov/buildina/ 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 (AIJ).. 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 maj' 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. DESCIRWrION: Malibu Concrete 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 #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.:11- 032L01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Cateeorv: Sub Category: Material: Roofing Roofing Tiles Concrete • 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Malibu Concrete Tile 1= 17" w= 121/2" 1/2 Trim Pieces 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof file equipped with three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes,-ridges and valley terminations. Manufactured for each tile profile. NOA No.:11-0321.01 Expiration Date: 10105/16 Approval Date: 05112/11 Page 2 of 7 2.1, EVIDENCE SUBMTI'TE Test Agency PRrConStruetion Materials Technologies Redland Technologies Ito:Hand Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, 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. D: Test Identifier PR106178 7161-03 Appendix III 7161-03 Appendix H P0402 94-060B 94-084 P0631-01 Letter Dated Aug. 1 1994 224-47099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 Test Naiiieilienort TAS:fiJ. Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Wind Tunnel Testing DeC. 1491 TAS 108 (Nail-On) Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static. Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Wind TintiteI Testing Aug. 1994 TAS 108 (Nail-On) ' March, 1994 May 1994 Physiddl PrOPerties Sept. 1994 TAS 112 Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)0 , Static Uplift Testing ° ' Oct 1994 TAS 102 " (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain Oct. 1994 TAS 100 Static Uplift Testing Feb. 1995 TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik-Drive Screws, Battens) Oct. 1994 NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, hic. Walker. Engineering, Inc. Walker Engineering, Inc. 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing t TAS 101 Two Patty Adhesive Set System 25-7183 March, 1995 Sep.1998 Dec. 1998 April 1999 March 1995 277 February 199' 252749$ ' April 1996 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multiplier Restoring Moment Due to Gravity December 1996 Sep. 2006 Sep. 2006 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. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform uarterly test in accordance with TAS 112, appendix 'A'. Such testing shall W161/fitted e Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofiiig Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 . INSTALLATION _ X") r fi4 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its pcmponertts 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 { 1xwj r$. Tile Profile Weight -W (lbf) Length -i`(ft) ' , ' Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 3: Restoring Moments due to Gravity - Mq (ft-lbf) Table 2: Aerodynamic Multipliers - X ft3) 3 ":12" Tile Profile a. (ft3) Batten Application A. (ft3) Direct Deck Application Malibu Tile or ,.. Direct y Deck 0.305 0.282 Table 3: Restoring Moments due to Gravity - Mq (ft-lbf) Tile Profile 3 ":12" `, 4 " :12" 5 ":12" 6 ":12" : ; 7":12" greater or ,.. Direct y Deck Malibu Tile Battens Direct Deck.. Battens Direct Deck Battens Direct Deck . Battens Direct Deck Battens 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft-ibf) for Nail -On Systems Tile . t rofile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32"' plywood) . } P. Benefit ' Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails 43.0 67.5 50.'3 Installation with a 4" tile headlap and fasteners are located a mm. of 2W from head of tile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval; Date:. 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf): '1 for Two Patty Adhesive Set Systems _ . % r Tile Profile ' Tile Application , Minimum Attachment Resistance Malibu Tile Adhesive 26.1' 2 See huinufactures component approval for installation requirements. _ 3 Flexible Products Company TileBond Average weight per patty 114 grams. Polyfostm Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application 1 , F ., ,Mir" *tool Minimum Attachment Resistance Malibu Tile 4', Polyfoam PolyProm _ 86.614 POlyfoartt PolyProT" 46.5' 4 Large paddy placement of 84granis of PolyProm. 4 Medium paddy placement of 24grams of PolyProTM. 5. LABELING: All rr tiles shall bear the imprint or identifiable marking of the manufacturer'snerne of logo (Se Detail Delow)s or following statement: "Miami-Dade County Product Control Approved". ' EAGLE,•=" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile - ', , . Tile ' , .,, Application ,' - - . Attachment '1,' , ''', ": Resistance Malibu Tile ,'; - r ' , Mortar Set' :, ' ' 'T ,, 20.60 5. LABELING: All rr tiles shall bear the imprint or identifiable marking of the manufacturer'snerne of logo (Se Detail Delow)s or following statement: "Miami-Dade County Product Control Approved". ' EAGLE,•=" FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 UILhING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MIAMI-DADE COVNTY DEPARTMENT OP PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD A10 (ODEADMINISTRATION DIVISION NOTICEOF ACCEPTANCE (NOA) 3M CorittanY 3M Center Building 0220-05-E-06 St. Pani,W/N. 55144-1000 ScorE• 0,1 '1/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials Tile „ documentation submitted has been reviewed and accepted by Miami-Dade County PERA. PrOduct Control ectioi to be used in Miami Dade County and other areas . where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Sectl'ori Miatti bade County) and/Or the'AR1 (in areas other than Miami Dade County) reserve the riait t have 'irtiSTPrixtact or material tested for quality assurance purposes. If this produet or Material fails t� "perronii in ' -1- the iittetited' 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 1.6\66 this 'aeceptarice, if it is determined by Miami-Dade County Product Centl-ol Section that this pRidnet` material fail S to meet tfte 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 Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 r r 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,miamidademovipera LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following state0r4tEnCiffarm- ade County Product Control Approved”, unless otherwise noted herein. , 0 II"' 'PP ki+174 qr 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. 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: SCOPE:" 3 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 momentrbased system for single patty placement, and as an uplift based system for double patty systems Roofing Roof tile adhesive. Polyurethane PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Specifications 3Mim 2- Component Foam N/A TAS 101 Roof Tile Adhesive API - 160 .� ... Foa ii Dispelisor RTF 1000 N/A Dispensing Etjiilpment ProPack® 30 & 100 N/A Dispensing Equipment Product Description Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY O1'HERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistanee;values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof ilk hesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Cloned Cell Content 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 Penn / 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 ' RamteckLaboratories, Inc. Southwest Re'sedrch Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-IPA 25-74t-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 Date 04/08/94 12/16/96 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM 0,409/9. MTM'E'108 11/16/94 '1-A§1'14 E:84 '01116/951'1 TAS 114 03/14/96 TAS 101 TAS 101 TAS 101 10/23/98 12/28/98 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Wm 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 3Wm 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. \ 2 / F= MS NOA No.: 12-0228.18 Expiration Date 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: c . ::4i t . . 1. 3M'':M, 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. 3MT144 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 f roof tile shall assemlly''s adhesive .1 PP �Po g. attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive 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 AI-I- 1160 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. 3MT' 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. 3MT" 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in, ltc193fitalie with the Placement Details' herein. Each generic tile profile requires the specific placement noted 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 LABELING: All 3M114-' 2-Component Foam Roof Tile Adhesive AI-1-160 containers shall coitiply*ith the' tandani Conditions listed herein. BUILDING PEEWIT REQUIREMENTS: As reciiiired by the Building Official or applicable building code in order to properly evaluatellirinstatlaticm tittitig system ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Race enough adhesive to Wiese IT to 23 same Indies In contact with Me pan Se 2) Tam covets upside dorm. Place edheshe 112 In. To 1 M. From outside edge of corer ble. Then Instal the ble. Underlayment Optional 2x41 for steep aldi epplesbans Nel du* Ode cement toP Pogo at the eave course cover*. Abut to second coarse of pan tiles. Ensure awe erd of pan and corer !Nes ore flash at are bra. Ewe dome Webb* (mortar shown) Point*? Molter an longitudinal edges °idle NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL' 2 0 0 SINGLE PATTY • • 707.f: 111i ' '10 J: Oil 7 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL A Nail through plastic cement sWe PaddY nder tile Single PaddY between de • 1-e 3 in.x 3 ht. ral910 PaddY on undedayment SInqIe PaddY mtopofft Eave Course Ems Closure 2 in. x 7 in. medum size paddy eave course oily Fasda END OF THIS ACCEPTANCE !`d,••;do,,.:d7d 4,1Tiild.d,riddddiffidd,qtf:d• • NOA No.: 12M228.18 ttpiralion Date: 05/10117 Approval Date: 05/10/12 Page 7 of 7 Miami -Dade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item ■ -max erty Appraiser Tax Estimator I J :oerty Appraiser Tax Cc_. r,arison Summary Details: Folio No.: 1000 SGL FAMILY - 2101 -2300 SQ Property: 164 NE 105 ST Mailing HSL CAPITAL LP Address: 1 Living Units: 2600 ISLAND BLVD #2906 Adj Sq Footage: AVENTURA FL Lot Size: 33160- Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,290 Lot Size: 12,400 SQ FT Year Built: 1948 $0/$274,752 MIAMI SHORES SEC 5 Legal PB 10-47 LOT 6 & 7 BLK Description: 121 COC 25173 -4159 11 2006 1 OR 28131 -0952 $0/$274,752 0312 12 Assessment Information: Year: 2012 2011 Land Value: $101,130 $112,367 Building Value: $173,622 $173,772 Market Value: $274,752 $286,139 Assessed Value: $274,752 $286,139 Taxable Value Information: Year: 2012 2011 $260,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable institutions Value: Value: Regional: $0/$274,752$0/$286,139 County: $0/$274,752 $0/$286,139 City: $0/$274,752 $0/$286,139 School Board: $0/$274,752 $0/$286,139 Sale Information: Sale Date: 3/2012 Sale Amount: $260,000 Sale O /R: Sales Deeds to or from financial Qualification Description: institutions Additional Information: Community Development District Community Redevelopment Area Fmnnwerment 7nne ACTIVE TOOL: SELECT n Aerial Photography - 2012 0 MY � •. pertv Information I Property Taxes I . . hborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I ;claimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at '.ebrnaster. Web Site © 2002 Miami -Dade County. All rights reserved. MIAMI•DADE Legend Property Boundary Selected N Property Street Highway Miami -Dade County Water W�E http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/14/2013