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RF-09-929 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Photm: (306)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-115843 Permit Number: RF -6 -09 -929 Scheduled Inspection Date: August 25, 2009 Permit Type: Roof Inspector. Bruhn, Norman Inspection Type: Final Roof Owner: WATKINS, ELYTA Work Classification: Tile Job Address: 113 NE 106 Street Miami Shores, FL 33138- Phone Number (305)308 -3081 Parcel Number 1121360060340 Project: <NONE> Contractor: Z ROOFING INC Building Department Comments REMOVE AND REPLACE WITH NEW HANSON HACIENDA CONCRETE TILES COLOR THRU Inspector Comments Passed r — Failed Correction Needed E] Re- Inspection I Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 24, 2009 For Inspections pin? call: (305)762 -4349 Page 7 of 35 • es � Nl I z 2525 WEST 3 COURT. HIALEAH. FLORIDA 33010 OFFICE: (305) 985-2166 FAX: (305) 885 -7546 v w va.zroofing.com Date: RENAILING AFFADAVTT O S - 2 0 -09 Miami Sham V1110-V . IU05t),NE 2 A- Mums S h 33138 Permit Number: IMF- V D q — q 29 Job Address: 1 13 N E 1 .5T- M10 51q �S I, Agustin Exposito, qualifier of Z Roofing, Inc. #CCC 1326046, do hereby affirm; That I have personally inspected the re- nailing of roof sheathing for the area covered by the roofing permit referenced above, and further state that the re- nailing of the sheathing meets the requirements of the 2004 Edition of the Florida Building Code, Section 1521.5. Re- nailing: Mandatory in- process inspection for the re- nailing of roof sheathing shall be required. However, if the Building Division can not make said inspection a letter submitted by the qualifier in the form of a notarized affidavit, including license number, shall be submitted to the Building Official, attesting to the fact that the nailing of the sheathing has been brought up to the standards of this Code. When existing roofs are re- roofed to the point that the existing roofing is removed down to the sheathing, the existing roof sheathing shall be re- nailed with 8d common nails (0.131 diameter be 2 '/2 long with a 0.281 diameter full around head). Nail spacing shall be six inches on center at panel edges, six inches on center at intermediate supports and where applicable four inches on center over gable ends and sub - fascia. Existing fasteners may be utilized to achieve uch minimum spacing. 08 20 0 Q er Signature DA Bustin Exposito State of Florida County of Miami Dade Agustin Exposito, whom is personally known to me, having first been duly sworn, does affirm the T)U= e true and correct by his own ersonal knowledge. u e of Signature Date LIa.4E1 E PACHECO MY COMMISSION DD 63 8230 (Seal/Stamp) ?4; EXPIRES: June 8, 2011 Bonded Thru Notary Public Underwriters STATE LICENSED & INSURED - RESIDENTIAL - COMMERCIAL - INDUSTRIAL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 115839 Permit Number: RF -6-09 -929 Scheduled Inspection Date: August 20, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Renailing Affidavit Owner: WATKINS, ELYTA Work Classification: Tile Job Address: 113 NE 106 Street Miami Shores, FL 33138- Phone Number (305)308 -3081 Parcel Number 112136006034 Project: <NONE> Contractor: Z ROOFING INC Building Department Comments REMOVE AND REPLACE WITH NEW HANSON HACIENDA CONCRETE TILES COLOR THRU Inspector Comments Passed El Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 For Inspections please call: (305)762.4949 Page 7 of 25 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (36 *)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-115844 Permit Number: RF -6 -09 -929 Scheduled Inspection Date: August 20, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type Up Lift Report Owner: WATKINS, ELYTA Work Classification: Tile Job Address: 113 NE 106 Street Miami Shores, FL 33138- Phone Number (305)308 -3081 Parcel Number 112136006034 Project: <NONE> Contractor: Z ROOFING INC Building Department Comments REMOVE AND REPLACE WITH NEW HANSON HACIENDA CONCRETE TILES COLOR THRU Inspector Comments Passed Failed Correction �0 Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 For pl ;-z�i -s cal?: (°:05)762 -4949 Page 9 of 25 CIVIL Reileh En neering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 ENGINEER Te1:305 -823 -8008 Fax :305 -823 -3300 August 12, 2009 Z -Jeff Roofing 2524 West 3 Avenue Hialeah, Florida 33010 Project: RQOF TILE UPLIFT TEST REPORT Residential Home 113 Northwest 106 Street Miami Shores, Florida Information provided by client: Permit Number: 09 -929 Date Completion: August 12, 2009 Roofing Contractor: Z -Jeff Roofing Project Number: 09 -0965 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs: 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 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 less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Hanson Hacienda 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 ourtest results, vue conclude that the installation of the roofs ie atthe above r�enced pa ct meets the test requirement outlined in the above - mention rat l.A a hed ply f hd a op cif c u test report f ©r 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 M ><amad Sonny Salleh, P.E.49014 Project Manager Tax uPLIrr TEST Residential Home 113 Northwest 106 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 113 Northwest 106 Street Miami Shores, Florida Project Number: 09 -0965 Test Load 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 1 Pass Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 3 of 6 Ta 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 - 09 -0965 — Page 4 of 6 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 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 5 of 6 '�b 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 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 6 of 6 NOM 67 66 65 60 59 57 'A 64 57 68 61 72 65 69 56 7S 7a 7y 55 5a 55 80 70 62 0 71 79 59 87 37 '� 78 40 91 86 52 76 85 al a7 es 58' 92 81 49 51 55 as 95 89 ab a5 a8 50 52 94 A44 96 29 28 29 96 99 25 26 102 la 100 99 30 24 16 15 14 10 9 8 16 19 22 1 11 z 7 6 2 3 a 5 35' 09 -096 APPROX. WOW 9 5f XCA110N5 AN[? PIWN51ON5 CIVIL R efleh Enghieen*nz Corp. y (Consulting Viigineer) EO. Box 22011 Hialeah, Florida 33002 ENGINEER T'el:305 -823 -8008 Fax:305 -823 -3300 August 12, 2009 Z -Jeff Roofing 2524 West 3 Avenue Hialeah, Florida 33010 Project: R[?OF VILE UPLIFT TEST REPORT Residential Home 113 Northwest 106 Street Miami Shores, Florida Information provided by client: Permit Niumber: 09- 929 �7� Date Completion: August 12, 2009 Roofing Contractor: Z -Jeff Roofing Project Number: 09 -0965 (Testing laboratory Certificate #06- 0501.15) Dear Sirs; � In accordance with your request aid authorization, a representative of Reileh Engineering Corporat on completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in geri ral accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verifica on 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 Han on Hacienda Roof Tile. This tile wv as 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 ne (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perime ter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in he field, one (1) test per square in the, perimeter area, ridge caps and (1) in the comer areas were conduct Based onour test results, we con =� that the in�llation,of -p e t a ref .c i t meets the test requirement outl' in'' the above -zri neon. .protocol .s hed s d°�ti cop . 'ter test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you ha e any 4uestions or if we may be of further assistance, please do not hesitate to contact the undersi aned. Respectfully submitted; Reileh Engineering Corporation ..r Mghanlad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 113 Northwest 106 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 2 1 if 6 i i Report of TILE UPLIFT TEST for Residential Home 113 Northwest 106 Street Miami Shores, Florida Project Number: 09 -0965 Test Number Test Load b Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass g 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 - 09 -0965 — Page 3 of 6 Test Number Test Load lb 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 - 09 -0965 — Page 4 of 6 Test Number Test Load (Ib 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 78 35 Pass 79 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 5 df 6 Test Number Test Load tb Test Status 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 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass Reileh Engineering Corporation -- Project Number - 09 -0965 — Page 6 1 if 6 65 61 7 , 9 91 86 552 41 41 81 49 95 do 46 62 94 q4 4 90 go 64 45 96 oo 9 A 102 101 21 11 100 99 24 16 19 22 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 19 2009 Permit Type: Roof Inspector. Rodriguez, Jorge Inspection Type: Tin Cap � Owner: WATKINS, ELYTA Work Classification: Tile Job Address: 113 NE 106 Street Miami Shores, FL 33138- Phone Number (305)308 -3081 Parcel Number 112136006034 Project <NONE> Contractor: Z ROOFING INC Building Department Comments Infraction Passed Comments TIN CAP SPACEING False j Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 18, 2009 Page 4 of 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: IINISP- 117861 Permit Number: RF -6 -09 -9 Scheduled Inspection Date: June 26, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Hot Mop Owner: WATKINS, ELYTA Work Classification: Tile Job Address: 113 NE 106 Street Miami Shores, FL 33138- Phone Number (305)308 -3081 Parcel Number 112136006034 Project: <NONE> Contractor: Z ROOFING INC Building Department Comments REMOVE AND REPLACE WITH NEW HANSON HACIENDA CONCRETE TILES COLOR THRU Inspector Comments Passed VQ_ Failed E Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i , _ ,,r. ,,,,, For Inspections please call: (305)762 -4949 0 ___ o _ f 44 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone. (305)795 -2204 Expiration:) 0 Project Address Parcel Number Applicant 113 106 Street 1121360060340 ELYTA WATKINS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ELYTA WATKINS 113 106 Street (305)308 -3081 MIAMI FL 33138 -2036 Contractor(s) Phone Cell Phone Valuation: $ 11,891.00 ' Z ROOFING INC Total Sq Feet: 1900 Type of Work: Re Roof For Inspections please call: Additional Info: HANSON HACIENDA CONCRETE TILE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $7.20 RF -6-09 -34980 $ 50.00 $ 50.00 $ 0.00 Education Surcharge $2.40 Permit Fee - New Roof $300.00 Check* 1554 Scanning Fee $9.00 RF -6-09 -34986 $ 276.10 $ 276.10 $ 0,00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Check #: 1584 Technology Fee $7.50 Total: $326.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated June 11, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 11, 2009 1 Miami Shores Village Building Department t0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te li 56.8972 ECEIV gr ()q-q9q BUILDING Permit No. J I Q 4 ZOQ9 PERMIT APPLICATION �_ aster Permit No. FBC 2007 M � Permit Type (circle): Building oofing Owner's Name (Fee Simple Titleholder) F1 l.fi Wa4 kt ns Phone # (3 ��'J "1 t}° Owner's Address 1 13 ` N O [ 0 City M IQ,1'Yl t 5 h o LIP5 State Fi Zip 3 , 313 8 Tenant/Lessee Name - Phone # Job Address (where the work is being done) t� City Miami Shores Villaee County Miami -Dade Zip •� 1 FOLIO / PARCEL # 1 1 3 M C I () (0 5 Is Building Historically Designated YES NO Contractor's Company Name 7 — Roo e l n c • Phone # (DO5 Contractor's Address 2 5 w • 3 &* City H l a, t-ea h State F1 Zip 3 e�o I D r- Qualifier Name " Uti TO arm M Phone # fO D5 / 0 25 5? a L (a6 State Certificate or Registration No. CCI- 1 ,3 21,, D 44, Certificate of Competency No. - rl qq 9 L9 &�O Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 11S q I - W Square / Linear Footage Of Work: l qp[) Type of Work: ❑Addition Alteration New Repair/Replace ❑ Demolition Describe Work: 8 Emo vp-:; P-Ep ZAc' lAD 1 L "oAD �� dd SubLl � Fee $ Permit Fee $ .� ®�`°�� CCF $ 3• Notary $ ® Training/Education Fee $ • 0 Technology Fee $ 1 Scanning $ 0 ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ' 1( l0 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged �..� Signature gn l gn �&erA nt / Contractor The foregoing instrument was acknowledged before me this '4 The foregoing instrument was acknowledged before me this day of ��.Q , 20 ®9 G tT , by i�1 ►°t s day of 20 69 by t�— who is p nally -known ; e or who has produced who is pe nally known to me or ho Yas produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign ri Si P Print: ?l l�9. . LISS� PA DD 6 Print: *' * MY COMMISSIO 838230 ,�, ,� N # 00 11 w` EXPIRE$: June 8, 2011 f : "' BondadThm Notary rwdters My Commission Expires '�' Flo;•'" Bonded Thru Notary Public Underwriters My Commission PublicUnde APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07110107) R ECEIVED` JUN f NOTICE Of CO M MENCEMENT C 44 —2 0 9 O 4 1 4 7 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 2 Fs 11. t 1 p 9 } C RECORDED 06/09/2009 10:52:48 HARVEY RUVINP CLERK-OF COURT PERMIT N TAX FOLIO NO. I I pq 13 � � MIAMI -DADE - COUNT` ? FLORIDA LAST POSE STATE OF FLORIDA: COUNTY OF MIAMI -DADS: 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 streetladdress: 7 1-- 2. Description of improvemen 3.Owner(s) name and address: t '. E k1S IfYt i l .. 5 313 Interest in property. t Name and address of fee simple titleholder: 4. Contractgr`s name and address: Z B i W W 6 tr�l' F1 l a t C)l y 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ MERE Y CERTIFY that this Ise ue py of the �`~ O N r O 6 Le name and address: e a d i fi AIJAV v N ,Ab20� 7. Persons within the state of Florida designated by O Hr doc m6nts-.ma �. f it and n its provided by Section 713.13(1)(a)7., Florida Statutes, e C �oF cous' Name and address: oe 8. In addition to himself, owners designates the following+ persons 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 :i year the date of recording unless a different is specified) ` 5. Signature o r . Print Owners: Name 1 / Prepared by Sworn to and subscribed before me this day of 20 Address: W _ Notary Public T ..33®11 Print Notary's Na My oommission' expires . &' EXt?tRES: June S, 2111 y �1 Bondea3hru.Rk erv:Rub� UndWnftbm AL+'+ 10050 NE 2nd Ave * Miami Shores, FI 33138 CEIV Phone 305. 795.2204; Fax 305. 756 -8972 !UN 0 4 t0� OWNERS'S AFFIDAVIT OF EXEMPTION .- ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: Ob - 0 - ol 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: - P f a� I r1-5 Property Address: _ 1 13 1 W E 00 St Roofing Permit Number: Dear Building Official: , 1 I E (fir I V certify that I am not required to retrofit the roof to wall connections of my building because: Vr The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 1l,, a+km5 Signatu a Print Name 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. J� Sworn to and subscribed before me this ^ ► day of J 24:) 0'J Notary Public, Sate of Florida at Larg MY COMM1861 N # D 630290 * When the just valuation of the structure for purpose of Qarerk t axation is equal to or more tha 3 S .00 i tructed with FBC nor a 1994 SFBC. Then you must provide a building applicftoh from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Miami -Dade My Home Page 1 of 2 J" My Home a 4 a MIAMI ®AIDE Show Me: Property Information Legend Search By: r,' Pro Select Item sa s g.0 Boundary fffi is .� Selected Property id �\ S i Y Text Only El T Property Appraiser Tax Estimator Street v Highway PortabilkS O.H. Calculator s s Miami -Dade County Summary Details: water olio No.: 9 - i ' a •.:_. Pr 113 NE 106 ST�w. 4 suing YTa wamws Ad dress:` W E 13 NE 106 ST MIAMI HORES FL 138 -2038 r r ti Property Information: i z; rimary Zone: 1000 SINGLE FAMILY RESIDENCE LUC: 1 RESIDENTIAL- a INGLEFAMILY ds/Batits: 1pil �1 in Units: Foots a 11.407 of Size: 19225 SO FT ear Built 11940 Digital Orthophotography - 2007 0 11311 UNNINGS MIAMI HORES EXT NO 2 PB gal 1 -78 LOT 10 BLK 208 ascription: OT SIZE 75.000 X 123 R 20100-2818 12 2001 my-H I Property hr QMNMan I Pmmu Taxes 1 OR 20100- 28181201 I W..Ng ighborhood I Prat A Home Sale Information: I Vai g o� site I !about I Phone Dtrectory I Pr�tt, wry I Dtsclahru}e We O/R: 100-2818 e Date: U212001 W e Amount 1$189,500 if you experience technical difficulties with tins Property Information application, Assessment Information: or wish to send us your comments, questions or suggestions ear: 2008 2007 please email us at Webmaster d Value: $216176 40 7 uud'm Value: $129179 129,17 rket Value: $345355 45 Web Site Value: $152663 148 1 © 2002 Miami -Dade County. ption Information: All rights reserved. Fjtem W ear: 1 2008 1 2007 110 mesl%W 1 $25, 1 $25,000 12 nd HgMeaftd I YES NO Taxable Value Information: ear: 2008 2007 Applied Applied axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $25,000/ $102,663 $123,217 ounty: $50,000 / $25,0001 $102.663 1 $123.217 fly: $50,0001 $25,0001 $102,663 $123,217 ool Board: $25,0001 $25,000/ .197 MA 11 9R 917 http: / /gisims2. miamidade .gov /myhometpropmap.asp 6/5/2009 • •, Building Code Eclitior • - • urr • - U n if orm ' • • ; 7 i f I { { i ■ • 1 •11 •11 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■�� ■ ■ ■ ■ ■ ■ ■ ■��������� ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■■■■■■■■■■■■■■■■■■■/■■■■■■■ ■■ ■ ■ ■ ■ ■ ■�----------- .,- _- - = = =■n ■■■III■■■ ■ ■ ■■■ ■■■:: ■ ■::: ■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■1I ■����������ilt ■ ■ ■ ■ ■IILI ► ■■ ■111 ■ ■I ■ ■ ■ ■ ■ ■ ■■ ■� ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■li ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Il ■ ■ ■ ■ ■ ■Il ■11 ■■ ■III ■■ ■ ■ ■■ ■ ■ ■ ■i ■I !1■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Il ■ ■ ■ ■ ■ ■Il ■Il ■■ ■III ■ ■ ■ ■nl■ ■ ■■I ■FI�7 ■ ■ ■ ■■ ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■Il ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EI ■ ■ ■ ■ ■ ■Il ■11 ■■ ■111 ■ ■I ■ ■!= it ■ ■ ■�I ■C" •I■o�■ ■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■11 ■ ■ ■ ■ ■ ■■■■■■Il■■■■■■ll ■11■■ ■111■ ■I■■ ■•I■■■ll■■•JP ■■ C ■■ ��������������\ ��������� ll �I� r Itm ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■l 1■■■■■■■■■■■ II■■ ■ ■ ■ ■Il ■11 ■ ■ ■lilEal ■ ■ ■11 ■ ■ ■11 ■ \! it ■■i■i ■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■ 11■■■■■■■■■■■ EI■■■■■■ 11■ 11 ■ ■ ■Illrll ■■■■■■■■■■■■■■■■■■■■■■■■I CCCCCCCCCo' ��■■■■■■■■■■■ EI■■■■■■ 11■ 11 ■ ■ ■II /= ll ■ ■ ■EI ■ ■ ■ll ■ ■ /EI ■iid ■f� ■■■■■■■■■■■■■■■■■■■■■■■■ �' I■■■■ ■ ■ ■ ■ ■��� \� \ ■ ■ ■ ■ ■ ■ ■ ■[I ■ ■ ■ ■ ■ ■Il ■I I■ ■ ■IIEC�d ■ ■ ■EI ■ ■ ■C \ ■ ■ll ■E_ ='J ■r. ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E l■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r!! ■ ■ ■ ■ ■ ■ll ■ ■ ■ ■ ■■ I l■ V ■ ■ ■Illill ■ ■ ■I I ■ ■ ■II; � I I ■!■E. ■■■■■■■■■■■■■■■■■■■!! ����1■■■■■■■■■■■■■■■■■ ��■■■■ 1I■■■■■■ I l■ �I/ ■ ■IIEfTI!I ■ ■ ■1.1 ■ ■ ■11\ \r11 ■F� ■E ■■■■■■■■■■■■■■■■■■■ 11■■■■ t■■■■■■■■■■■■■■■■■■■ Ii..! 1■ El■■■■■ ■I ■1.3 ■G ■■■■■■■■■■■■■■!!■\■■ EI■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■►�7 ■ ■ ■ ■ ■ ■Il ■ ■ ■ ■ ■IE =EI■ ■III ■ ■ ■IIC�� 11 ■F ■ ■ \ ■ ■ ■ ■ ■ ■ ■ ■ ■l•••!•I�!!__ ` II■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Il ■ ■ ■ ■ ■ ■11 ■l1 ■ ■ ■ ■lil ■C.11 ■ ■ ■IIC 1.'11■nn■I ■ ■ ■ ■ ■ ■ ■ ■!! ■I� / /■■�i■l I■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ % ■ ■ ■ ■ ■ ■11 ■11 ■ ■ ■I!�' 11 ■riill ■ ■ ■11 \�\ \vl ■Fi[l ■L' ■■■■■■■■ 91\ 11■■■■■■■■ 11■■■■■■■■■■■■■■■■■■■■■■■■■■■ Ii■■■■■ ■ ■Il ■11 ■■ ■IC!i�]EI ■ ■ ■1!i■■ ■11■\ `ll■ia ■E ■ ■ ■ ■ ■ ■ ■ ■11 ■11 ■ ■ ■ ■ ■ ■ ■■ 111■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■U ■ ■ ■ ■ ■ ■ ■iil ■11 ■ ■ ■Iir ■ill ■■ ■III ■ ■ ■Il ■ \\ 11 ■F7 ■F' ■ ■ ■ ■ ■ ■ ■C7: 111■■■ ����IiICCCCCCCCCCCCCCCCCCCCCCCCCCC \ ■ ■ ■ ■ ■ ■ ■1`I ■I I ■ ■ ■I ■VIII ■ ■ ■NI ■ ■ ■IE ■ ■\ 7■CC■l ■■■■■■■[ 7J1:--==----• 11■■■■■■■■■■■■ ■■■ ■ ■■■ ■■■■■■ ■ ■C•■ ■ ■ ■Il ■11 ■ ■■ ■�I1 ■■ ■III ■ ■ ■II ■ ■ ■11 ■6i ■1ti ■■■■■■■ ■E!!■ I l ■ ■ ■ ■ ■ ■ ■■ 111■■■■■■■■■■■■■ ■■ ■ ■■ ■ ■ ■■ ■■ ■■■■ ■\'\ ■ ■■■ ■11 ■11 ■ ■■ RL11.... \ ■.IE■ ■ ■ ■ ■t - / ■�. ■■■■■■■■\ 1��11■■■■■■ ����■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■ 1l■ 11 ■ ■ ■1[x ■I1� ■ ■h1 ■A ■IE ■ ■ ■11 ■Ei ■E ■ ■ ■ ■ ■ ■ ■ ■L ■L'.. -- I■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0 ■ ■ ■ ■ ■11 ■Il ■ ■ ■L X111 ■flTl!il ■Y_! ■I� ■Il ■Il ■C ■ ■F_ ■■■■■■■■■■■■■ ii■ iGin■■■■■■■■■■■■ ■■■■■ ■■■■ ■■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■[I ■n ■■■■ ■III ■nnil� ■r�;a ■N ■ ■■r:■■n ■■■■■■■■■■■■■■■■■■■ LooCCCCCCCCCCCCCCCCCCCCCCCCCCC�CCCJ [9l■ ■ ■ ■ ■l1 ■Gil• ■L- 'JI ■ ■LJi� ■C! ■G ■■■■■■■■■■■■■■■■■■■■■'■■■■■■■■■■■■■■■■■■ A■■■■■■■■■■■■■I I ■ ■J ■ ■II ■ ■IE ■LJi• ■6ZT ■ ■�11• ■L ■ ■C ■■■■■■■■■■■■■■■ ■■ ■ ■ ■iiiiiCCCiii:Ci4!! /qA ■C:r =� '===° C� ■ ■ ■ ■11 ■ ■ ■ ■I ■! ■ ■�= i ■ ■� ■I ■ ■ ■ ■ ■l! ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■Ili ■ ■It ■lai' ■ ■ra ■ ■�tl ■ ■C ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■ ■ ■ ■ ■ ■i ■ ■ii■ ■ ■ ■ ■ ■■ Florida Building Code Edition N04 .' � • � � � High Velocity Hurricane Zone Uniform De;rn *Ap01icat3�n•Fc Section D (Steep Sloped Roof System) Roof System Manufacturer: HANSON HACIENDA • • 4 , �' *•, . . . • • • .. •• .. Notice of Acceptance Number: 07- 0914.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: -45 Pmax2: - M- 1 Pmax3: Maximum Design Pressure (From the NOA Specific System): 45.5 Method of Tile Attachment: MEDIUM PADDY Sloped System Description eck Type: 5/8" PLYWOOD Type Underlayment: #30 ASTM FELT NAILED TO DECK P/ FBC nsulation: I N/A Roof Slope: 4 :12 Fire Barrier: I N/A Fastener Type & Spacing: 115/8 T.C. 32 GA R.S. NAILS dhesive Type: I N/A Ridge Ventilation? N/A Type Cap Sheet: 1 #90 ASTM FELT BACK NAILED oofing Covering: HANSON HACIENDA Type & Size Drip dge: 3X3 GALV METAL 26 GA Mean Roof Height: 10 NAILED @4110.C. • • • • Florida Building Code Edition-0004 ••, High Velocity Hurricane Zone Uniform �e •gppli*t1)rCW&rm ; ; • ". Section E (Tile Calci onsl For Moment -based tile systems, choose either Method 1 or Q. f d:npfired1hevplu @s for M, with the values from M If the M values are greater than or equal ip freilll� %Vye;� for each area of the roof, then the tile attachment method is acceptable. • • • ; : • • ,, 0 • •' • • • Method 1 "Moment -Based Tile Calculations Per RAS 127" (p -45 x X .289 = 13.01 ) _ Mg: 6.69 = Mn 6.32 NOA M� 45.5 (p -95.1 x .289 = 27.49 ) _ M 6.69 = Mt2 20.8 NOA M 45.5 (p -95.1 x A .289 = 27.49 ) _ M 6.69 = M 20.8 NOA M� 45.5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M) From Table Below NOA M, M,, Required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 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 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 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. Compared the values for P 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 the attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P,:_ xl:_= _xw:= _)- W:_xcos 0: =F ,,: NOA F (P xl:_= _xw:= _)- W:_xcos 0: =F,: NOA F (P xl:_= _xw:= _)- W:_xcos 0: =F NOA F Where to Obtain Information Description Symbol Where to find Design Pressure Pi 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 B Job Site Aerodynamic Multiplier d NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Average Tile weight W NOA Tile Dimensions I = length NOA w = width All calculations must be submitted to the Building Official at the time of permit application. M I A M I•DADE • • • . MIAMI -DADIg C; VNTX, FLORIDA _ ; • . 1 E 11- VA E11A I ER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) ; : : 1A 0T FLiGLEST1tRET, SUITE 1603 PRODUCT CONTROL DIVISION • ' MIAMI FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • Hanson Roof Tile • • • • i • • • • • 1340 SW 3e Ave " Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Budding Cale. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Ac bo. NOA No.: 07- 0914.06 Y Expiration Date: 12116/12 Approval Date: 12/06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL ' •' • ' ' ' • " Category: Roofing Sub Category: Roofing Tile .. �• • :'.:• • • •, Material: Concrete • • ;' :: • • ••• : : e 0 �•• •• 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Length: 17 Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof file equipped with two nail hole and '/z" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUF cmmD BY OTHERS Test Product Product Dimensions Specifications Description Manufacturer Vertical Wood Battens Min. 1 "x 4" Wood Preservers Salt pressure treated Generic Horizontal Institute LP -- 2 or decay resistant nth current NOA) Min. 1 "x 4" for use lumber battens with vertical battens or Min. 1 "x 2" for use alone TAS 114 Corrosion resistant Tile Nails Min. 10dx 3" Appendix E screw or smooth Generic shank nails (With current NOA) NOA No.: 07- 0914.06 Expiration Date: 12116112 Approval Date: 12/06107 Page 2 of 7 :. •• ••i 0'••• • • • • • • 0 • • • ••• • • Test o • • POW& ;. ; Product Dimensions Specifications ' 0: • � ::11I Rufacturer ••' #8x 2 Ala" long Corrosion r esistant, Tile Screws 0.335" head dia. TAS 114 cpqt%d,•s uare,iriv�," ." Generic 0.131" shank dia. Appendix Evre,o ." (With current NOA) 0.175" screw thread t4if jobd'sa - Ars e . 0 ' •' dia. Clips Corrosion resistant Hurricane Clip & Min. lW' width TAS 114 clips with corrosion Generic Fasteners Mm. 0.060" thick Appendix E resistant nails. (Wiih current NOA) Clip Fasteners Min. 8d x 1 1 /4" 21 EviDENCE SuBMrrm) Test Agency Test Identifier Test Name/R.euort Date Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -03 PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 22447099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94 -060B PA 101 March, 1994 Engineering, Inc. 94 -084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25- 7094 -4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 25- 7214 -2 PA 102 March, 1995 25- 7214 -6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381 -249 TAS 112 09/20/07 NOA No.: 07- 0914.06 { Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 3 of 7 .. .• • • • .• •. . . • ••• • . . • •.• 3. LINHTATIONS • • • • • • • • • • • • • • • • • • • • • • • • • 3.1 Fire classification is not part of this acceptance. 0 6 0 000 " 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building cddth;. ; . • , ; • . : • • • • • 3.3 Applicant shall retain the services of a Miami Dade Couht; Ceiti£ad lUbora to perform quarterly test in accordance with TAS 112, appendix W t&:th;teftgshall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4:1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - 4 ft Tile x (ft) x (ft Profile Batten Application Direct Deck Application Hacienda Tile 0.267 0.289 Table 2: Restoring Moments due to Gravit - M ft -lbf Tile 3 ►':12" 4' ►:12" 5 ":12" 6 ":12" 7 12 or Profile gre ster Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Hacienda Deck Deck Deck Deck Deck Tile 1 5.92 6.80 5.82 6.69 5.70 6.55 1 5.56 6.39 5.41 6.22 NOA No.: 07- 0914.06 �. Expiration Date: 12 /16/12 Approval Date: 12/06/07 Page 4 of 7 V . . ... . • • . ... Table 3: Attachment Resistance Expressed as a.Moutdint - J11IA -Ibf) •' • •' • For Nail -On System " " " ' " " Tile Fastener Type Direct Deck Diredt DeclC ' Ba ltehlb Profile (Min 15132" (Min. / 19/32" plywood) III J n. -' ¢�'. : . :.. •.. 40 . . . . Hanson 2 -10d Ring Shank 27.8 • •374 • • • 0 0 28 8 Hacienda Nails Tile 1 -10d Smooth or 8.8 11.8- 4.1 Screw Shank Nail 2 -10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Cli 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Cli 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Cli 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4 file headlap and fasteners are located a min. of 2Y2" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -lbf) For Two Pn Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures comp onent approval for installation requirements. 3 Flexible Produots Company TileE3ond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Avers a weight per a 8 grams. NOA No.: 07- 091406 �. Expiration Date: 12116/12 Approval Date: 12/06/07 Page 5 of 7 .... . . . .. .. 0 000 . Table 4A: Attachment Resistance Expressed as.�moment.•'Mf {ft -Ibf� • For Single Pa Adhesive Set S �t� •� : • 0 • . . . ... . . .. Tile Tile Application ' Mirfimurh Attachment Profile Resistance Hanson Hacienda Tile Polyl Pol ProTm :.'.:%6 Pol oam Pol ProTm ' • • • 5► • 4 Large paddy placement of 54 rams of Pol Pro • • • • . ' ' "' " 5 Medium paddy placement of 24 rams of PoIyPrdrm. Table 413: Attachment Resistance Expressed as a Moment - M (ft -ibf) For Mortar Set Systems Tile Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". H nson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Offici4l or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06107 Page 6 of 7 • • • • • • • • • • ••• • • • • ••• PROFILE DRAWINGS • • • • • • • • • 00 0 HANSON HACIENDA CONCRETE ROO r'TiLi; • • • :0. : • • .00 FASTENER HOLES O'VERLOCK r UNDERLOCK 1 END OF THIS ACCEPTANCE NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page of 7 • . . . . • • • M 1 A M I DADS . "J AM NDARE COUNFY, FIJORIDA i i UETAO�);D A fiL f1 BL•! • • INCt BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WD FLA% SJREE17.SUI.Tf 1603 PRODUCT CONTROL DIVISION • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • • 0 :0 "' Polyfoam Products, Inc. 0 . '.' . '• . •. • • 11715 Boudreaux Road .•0 .•. :•• ••• Tomball, TX 77375 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Aceb o. NOA No.: 06- 0201.02 C ' Expiration Date: 05/10/11 =' Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: : : :'. :: • • Category: Roofing • • • • • • • 0 • Sub Category: Roof tile adhesive Materials: Polyurethane ... • , •. • •. .. • ••• • • • • •• • SCOPE: ; ; :::' :' • : This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPackO 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pr_ opeMy Test Results Density ASTM D 1622 1.6 lbs. /ft s Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0A7% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 . .... . . .... . . .... . . ... .. . . .... . . . . ... EVIDENCE SUBMITTED: .... .......... .... ..... .. .. . . . . . . . . . es . Tt A ency Test Identifier Test NAme/Report ' )bate Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA • •'1•A:; Y 427'16/96 25- 7438 -3 S=T -83; ;.' V IN25/95 25- 7438 -4 ..' : : 0 . 0 :.. ..' 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01-6739-062b[l ASTM E 84 01116195 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO All 160 shall solely be used with flat, low, & high the 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 Polypro® AH160 roof file 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 file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. r � JF. W 2 F= MS NOA No.: 06- 0201.02 — Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 . .... . . . . ... . . . . .. . .. . . ....... .... INSTALLATION: .. ... ... .... .... .......... I. Polypro® AH160 may be used with any roof tile assemble MN:n j a cugA 110A that lists uplift resistance values with the use of Polypro® AH160. ' ' ' ' ' " 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file fte:at jy;$'4dlpjv(: attacfent with the use of Polypro® AH160 shall provide sufficient attachmeftr*2Wcd, 41 - used a?an uplift based system, to meet or exceed the uplift resistance determinetl � oomlrliar ca. wi�lrM�ami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof file adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamprog 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 the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack9 30 & 100 dispensing equipment only. 7. Polypro® AHI60 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 Polypro® AH160 has been dispensed 9. Polypro® AH160 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. {grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 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. NOA No.: 06- 0201.02 Y Expiration Date: 05110111 Approval Date: 04 /13/06 Page 4 of 7 . . . 4141.• . 4141.... . . . 4141... . . . 4141 . . 414040 • • . . •.• ADHESIVE PLACEMENT V%T 'O, SINGLE PATTY 41 41 • . • • • . • • • • • • . • 41. 4141... 4141 4141 4141.. 4141 4141 . 4141 KW through plastic cement Paddy (Beneath Tito) Nall through plastic cement Peddy(Bepe6TOe) UndarlaYmont Undedayment • • • • • • •• 41 • • • l I . . 41 4141.. 4141..... 101n. 10 in. 21n EaveCoarse e fascia EawaCOM I=% YYeephole meccumeo* Fmrecoursaot . Eavecksure Ea+reCioswa Keepadlestaeapprox. Keep adlolveapprox. DdpWp 41n uptoetweepholes 4 In. tip from weepholes Nail through plastic cement Paddy (Benea0rT0e) 1) Place enough ad"ive to achieve 17 to 23 Opffoaaf Uft for UrWedapmeat sgtnre 6n hes in conpct wOh the pas toe P pitch applications Nd PlastIc cement - 2)Tum covers upsWe down. Piece adhesive 112 hr. To 1 tn. From outside edge of coverdle. Than hmta0 the so. o Undedaymant 2 in. EaveCoruse EavaCbsme ./ Ea he only: top portba tromwe siveappra� 41a Fascia tr�nweepholes oftheeave counecoverOW. Abut second course of pantOes.Emnam end of pan and carer the are POW -UP Mortar flush at am Hu. an W Eavaclosure Weephoto Fascia (mortar Shan) NOA No.: 06- 0201.02 n4 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 . • •.. . . . ... . . . . . . . . . . . ....... .... ADHESIVE PLACEMENT PgTE*H, 2 • • • • • SINGLE PATTY : :' • ' : •: :: ' . •: . . . . . . . . . .. . . . .. •.. .. . . . . • • . . Nail through plastic cement paddy (beneath ap Nail through plastic cewnt Paddg (beneath ige) UnderlaymeM °� Utuleitaymeat 1 ° 7 In `rvr Z in. 7 In ft ° EmCoutse °Q ° ° Fasca Fade Weephols Em Comse Ewe closure Ears Closure Drip edge Nail through plastic coment per, Pmeath Tk) Ur�rlayment ° 7 ire r *In. ° Ears Closure Ears Course Facie NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• s • • ••• • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMEN+@PV4hIL 1'. . •. •'. OUBLE PATT ... .......... • • . • • ..... .. .. . • • • • • • •• Nail through plastic cemem pa, Nail through plastic c W4 0 , ' :.Si padti fypder his (between die) • • • • • • • • Underayment • • • • • • • • • Single paddy between 1119 2 hL x 7 in. medium (under file) size paddy eave course only m Single in l�ddp t x3 in. under the ` }in .x 3 in. Single parley+ on 21n. 4 In. � single In 1 2 in. under- paddy on 18 n ° under- layment Single paddy Fascia =me on top of file Weephob Sind on t pp o t to 2 Jr. X 7 in. �ium Eo n Em closure size paddy eave Drip edge Fascia ' course only Nail through plastic cement Single paddy under file Single paddy between file ° J� 31n. x 3 in. 4 in. ° Single paddy on underlayment 2 n. ° Single paddy Eave Chun: on top of the 2 in. x 7 in. medium Eave Course F paddy am course only END OF THIS ACCEPTANCE ` NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04 /13/06 Page 7 of 7 Owner's 1�otification Form MIA•L76ADE • • • • • • • • • MI • • i i •i• i i i s •i• "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIAC- A'TiON MR;ROOFMOQNSIDERATIONS • • • • • • • • • • • • 0 .••• ••••• •• 1524.1 As it pertains to this section, it is the responsibility of the rdofir g contractof to pibvi9b 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 requiren3intg ipl st4djri o* e industry for roofing system installations. Additionally, the following items should be addr$skd & f a!frflhe aoeement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics-Workmanship: The workmans p rovisions of Chapter 15 Velocity �.._ P� P P P ��� Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 'N 1 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 Florida Building Code provides the option of maintaining this appearance. .� 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance w'th the Florida Building Code, Plumbing. r 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature: 9-L AW __ _ Date: Contractor's Signature: Permit Number: Property Address: file: / / /Cl/ Documents %20and %2OSettings / sky / Desktop /SECT ION_1524[l ].htm9 /27/2007 5:46:06 AM