The URL can be used to link to this page

RF-07-1600Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 sPed Inspection Date: 09/19/2007 Inspector: Grande, Claudio Owner: RENES, CECILIA Job Address: 705 94 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: ICOA CONSTRUCTION Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (786)587 -0701 Parcel Number 1132060141960 Lot: Phone: 786- 326 -4041 Building Department Comments RE ROOF TILE COLOR THRU - -- y ■ SEP 2 0 no Passed e r Inspector Comments CREATED AS REINSPECTION FOR INSP- 61243. CREATED AS REINSPECTION FOR INSP-57219. Gas permit will be required for Gas vent pipe on roof before final inspection. 8/15/07 CG. 9/11/07 Ladder not setup for inspection, approved permit not available. CG my 1, 6_4 ,,, f &te) __., A-5 12,A.) t . D4-- J Sid 4,.l.ir_ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, September 18, 2007 Page 2 of 2 BLUE BAR PLUMBING, INC. State Certified Plumbing Contractor CFC 056926 7661 N.W. 68 STREET • SUITE 110 • MIAMI, FLORIDA 33166 OFFICE: (305) 883-6338 • CELLULAR: (305) 986-0237 • FAX: (305) 883-6337 September 17, 2007 Miami Shores Village 10050 NE 2 Avenue Miami Shores, FL 33138 RE: Cecilia Renes 705 NE 94 Street Miami Shores, FL To Whom It May Concern: 'rhis is to ver Type "B" double wall Tb There 10 feet of distance. v y Thank You, and NF'PA roof within 05) 986-0237 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax: 305-823-3300 September 10, 2007 ICOA Construction Corp. 11960 Southwest 25 Terrace Miami, Florida 33175 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 705 Northeast 94 Street Miami Shores, Florida Information provided by client: Permit Number: RF7071600 Date Completion: September 06, 2007 Roofing Contractor: ICOA Construction Corp. Project Number: 07 -2498 (Testing Laboratory Certificate #06- 0501.15) 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 Double Roll 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 and (1) in the comer areas were conducted. Based on our test results, we conclude tha project meets the test requirement outlined' a copy of our test report for your review. the installation o the roo the at the above referenced in the above aortti ned -protc col. Att ched please find 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 TEST Residential Home 705 Northeast 94 Street Miami Shores, Florida Reileh Engineering Corporation — Project Number - 07 -2498 — Page 2 of 8 Report of TILE UPLIFT TEST for Residential Home 705 Northeast 94 Street Miami Shores, Florida Project Number: 07 -2498 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 3 of 8 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 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 4 of 8 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 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 5 of 8 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 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 6 of 8 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 7 of 8 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass Reileh Engineering Corporation — Project Number - 07 -2498 — Page 8 of 8 98' 40 66 65 65 62 61 67 47 48 49 55 75 54 95 { 07 -2498 APP12OX, COOP 11;51 LOCA110N5 ANIP PIMeN5ION5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D MOZEEWE PERMIT APPLICATIO Jy lOtil FBC2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 1-17 .i L City Stk6eGatate Tenant/Lessee Name B Y: Permit No. 11F-1- - 160 Master Permit No. ferfeetirspo fivegme— Immenemeary eAz.—Q.c\x A V -� (r4sz-- Phone # '\) xs -tft 1L Zip ,� Phone # Job Address (where the work is being done) 7 06- K16-- (- q 4- SIT. City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ‘V) 6, \ k1, ( Zip Is Building Historically Designated YES NO 07 Contractor's Company Name _LCD P' at) Yktsi 0-UQ ; " 'hone # 3 — Contractor's Address / ) 9 _;__5"Le,, 09 .f --r City N ` 4i \ State L. Zip 3 '' \ I',,5 Qualifier Name 4 &7 a. /r-,j Phone Phone # „ate°' ',S4'"''^ gtin ,5) State Certificate or Registration No. C 6 6 , 47 ) a 1 4 oZ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $1 7O212 Square / Linear Footage Of Work: , c2S-4 Type of Work: []Addition DAlteration DNew t epair/Replace ❑ Demolition Describe Work: ' 1L (- A-76° Submittal Fee $ Notary $ Scanning $ r p ��//� Permit Fee $ 2 �-�-�- . CCF $ 10 .2_ �n CO /CC Training/Education Fee $ 3 40 Technology Fee $ 8-)3 Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Double Fee $ Zoning $ Total Fee Now Due $ 5 •' 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 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 4hat all work will beg performed td 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 W1TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE NT." Notice to Applic #' promise in good whose ro P Perty�� for the first insp inspection will no Signatur As condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must h th a copy of the notice of commencement and construction lien law brochure will be delivered to the person ject . attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site n w' ch occurs seven (7) days after the building permit is issued In the absence of such pied notice, the ed and a reinspection fee will be charged X11 appr ..10LA The foreg day of who is perso NOTAR Sign: Print My Signature r or Agent Con w acknowledged before me this The foregoing instrument was acknowledged before me this • �; Q Q 5t& Q.a . day of . 20 b to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. k wn As identification and who d. , Notary oitivr ` . Seorme �emandez .1 my c,,,nmtssior 00594904 n. E „r�s0131201 C: �l��za Commission Expires: 01 1 2D ************************** ** APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOT ° ' UBLI fa\ N0laryP Sign: Print: My Commission Expires: 001 2010 N, * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning • • 000 • • • • .. .• • • . • ;_• • . ■ ❑ Low Slope ❑ Asphaltic Shingles F CATEGORY ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑. Prescriptive BUR -RAS 150 Are there Gas Vent Stacks? Yes ❑ No �. F TYPE Type: Natural ❑ LPGX ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope f ' -,a (SF) Steep. Sloped ..Roof .Area (SF) Total (SF) e2 e2..$6, 3a,` sect19n P f Ropf : Plan) Sketch Roof Plana Illustrate all levels and sections, roof d scuppers and overflow drains. Include dimensions of identify dimensions of elevated pressure zones and location 7 -- bb Village Of. •�`�Li r %ar MmilrmaammmNii amaiN NaNmmm MIIIMIMMMMa9MNaNamammr �■_ -•M• • �� ..■ Imm aaa aamm Ni m aNmaa mmanaaasaammmm ami iiaamm mmmamamamaMaMmmasamumNNN' INI NmaNNmNiaNNNNNaNiNNNIO NIIiM INFINNINNN %NIININCI6 t ]N a Yea S i IMammmm as im mamma a+Ilwammammammmamamm INIa ■NNNmaammNaaa ■■NmiaNmNNammm palm imaamami � /m a Immmm IiwMliiimmral- Mlmaramm immammaiaa ariar;� rammmm maim■ asmammaamia*Ommaammamm N NiaRMNMINENliaiaiii N mmIaamNasia►NNLr:lmmINNN asamama ■NIp%ars ■r•IUillll..a!�rrums, ■t r.MIlrl9mNNONNaaammmmiNr M ail amm m m rlmaMr /■imam■ ■Namamm as r\'l�Nrimmmms UUmiam'i,a ::s'•Mm -"I . #mmalramammomm mamma laammam mamma mam Na mamamm Namsaa tam ommma N aamiii NfIRIri1W! iNNMsaNm_ rsr..0..r.Ni. a,mwm a musimv INNINI NINIaaa INNIONaaiNaai/a: tUaa r'C..-r uNII ll .i ilININN NN M:I 'NNirNIEW NNI N'": INnIIINONOWMNaN ramam�.`MYNmamNINPWaaNMI Mid ram< INNUUNNON.aUll Iama. wain lu!aMammammaar ua lmaa' im smaUN amomma'a'mar�amummamsa mmaEataa!!SM>GNLI ImammaNN' NalRMa r riamammom A r N a6 ma amm a/ mma al gm mo amsmammm :uNNNINN m ■ ■m S LI,r as nma rmaaaamaam a rmimmam a Ira mesa m mam iaa■ai Nmmmixa�m ■mini rmmmamm i NmitAmarm..iaraamaaiaaaiaa rams mmama rail mmaa �s ommommam{m maim ■■ ':NNNNSNNNNNIINNNNMur'a( INNI N mmI.NWININ �R I�•aamw I UNNU.dUiiaiaaa.P. ru* au uu ■ !r aaa" ANNI0NNRA. . i ii r mm,rmmmaamma !lm as o �■ m mamma m mrlmaapamaimNlmmamm N;, ammpar NNM mmm maaN NNN' ru•aa mama UUUNa6 ra N!!'irmaNNI ENNmNNi mN i ■f ■■ Y,,1r Y raalNriaa ia1M■IMNiI�° mama■ mmasa as�r mama■ m m.'RI ranamami NNNa ems alammamumal MmmiU INm�aMU■ alamN l N N auNuNNNNOWNilmmamm NNNWW4 P NNauNaNmms ` ammaaa raaiaaama' Imams ■ Nr1NNN ■ ■ ■ ■ ■a Ira NN N meal am i osaNaaa N Ill Na�l1 +iaa am aaair:4 iaa mi'ralrimiamlr ompau same i NNmammao�Mallar rmma NmNNNNmNSmNNNammamammrn'�N ■mlaR' N�mmN mmassa� MNNNNNman IMi ns i ■ammamsa r rims .,,,, .1,=__^ .mftw■ migneft mm mamma I. ma r■ a m mail{ rN i>r time cN� mr ommNNsamam1iawammaNNNYmammamsam ENNimaiMommaammiira• Nil -:"ANNOWINNNaNNNIMIMNYIIfiArI lr MNG N IrINONNONNNOWN1NZINOWNOWINNNNNNONUNONNENUUaUNNOWINnO NaNNN NNNrINNII IrAuNNN L� /l: INNNN INaNNINNNII ■NN ISMS. RIIOSNNmNMN :NN:NNINNNNmNNINMANNN "Na': NINIIINNONN:N M.aaau:ui MO NM NNONNNIMMMONN SN _SINNCmmumaN:C':NIWANO II�NNEN"OTESNONN NENNNI:INNNNNE : CE r mama ma. mma maraMmaama! mai Nmau ma N ION i rNaNONNNa?iuONNIO`aNNau t S NNmaairmmmmirl ra mmmmar ri NN 40ENNrINENNr j;INNNrIN.N. ION a M i amMMl as ■lak { a ■ ■■ i a MiNmmimages I m aPta Nmmm unseal ■ m ai a am r sm !!riaaamam►o ajmmm amai ma amnia ■ amamm sm mama ma 2Ea m ma.m Na Nm .N,rNma S a as amal►`1a*a ItINENOURNI Mamanam a aim Nmammow NmmlNamN mama ra m r�MN N NNmmmml. r NNNiliammaaaa INNNN`RIaLSrrw NENaamma mileas1f ammmamNNUm NN 9kalmdmaa NNn mamempuuuuagmaaIu.NNaa.NN MN••N� rAryraim .. ..,m �, j�mimai Nmi ayy Nt irN a marl rommami Nrm6a �.mium real ommum ■�o�wiii +tmitmmaa�anammamma ■�j�j .N is N,.. mN NOUN a i I- aaD",iom #mama Ann imam QQma mm Nam ma mi salsa rRaNNNNRNNMNfmaaaaNNraMrNNNmK NNNiNasNN rNNNN % %NNNNNNaN ramlr ma Amamiamimaamamma N - maawasamm males M INm Warn NNI NIIMIMINUMNI allaNEM DATE TH ALL FEVERAL ND REGULATIONS 23_07 -48 8/03 PAGE 2 1 • • • ... • • • Florida Building Code. .. fi 2: : •: • High Veloctly Hunloane Zone Unlfnnn Permit tAppli on -Form. Section D Roof Manufacturer: • ••• ep_ io►pi f • • Notice of Acceptance 197 2 %/C ptance Number: 197- . • • • . . • • • ••• •• Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1 P3:01p Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: .6/ Roof Slope: --� :12 Steep Sloped Roof System Description ?(C) 4s7—r -1 Ridge Ventilation? 19" / 9 4,5 y '/d" le 1. Mean Roof Height: 1 3> 3 1126 GA) V 123_01 -48 5/03 PAGE 4 ... • • ••• •• •• • • • •• •• • • • • • • • • • • • • ; Florida Building C ° ° Edition 2002 Hurricane Zone Uniform PenTdt SeCtiati (re Calotitationk:: For Moment ', ,: - tile systems, choose either Method 1 or 2. Compared, values for Mrw th the values from Mt ftheMf values are > te "':: ' :' • values, for each &tea of the roof, then the the i k >: cbment LC : ` " • •. • • . , • ••. •• Method 1 "Moment B y Tile Calcullations Per RAS 127" �, ' (P& z = / tip') - Mg: � =Mart NOA M' P ( P 2 S" = 71 —1.11: 23 Li 9) — Mg:647C.3 +e r %' NOA L .. g/ p Q (p ! x �, 2 z l - Me.14 mr ,: * : "' NOA Mr ' ( ' Method 2 ',Simplified Tile Calcula Required Moment of Resistance (Mr) From Table Below I Per Table F a,,;w" NOAH *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 tie systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or to the Fr values, for each area•of the roof; then the tie attachment is aece y. `e. Method 3 "Uplift B : _ The Calculations Per RAS 127" NOA F' (Pi : z it = a w: °� _) - W: z cos 9: = Fri: (P2: z l: x w: ) W: I cos A: = F,.2: NOA F i w : =_)_W :cos 9: = F,3: NOA F e to Obtain Information Where to 3 d amlysisimpared by PE based •dl ri ° +alt S • r bol RAS 127 Table 1 or by an 7 Job Site Mean klei t ' Rcof Slope Aen)dramic. Wittier Restoring Idomeetdoe to Q MAY Requiat4bIkantit Reithitatuie Make= Aitaebitiont **taw' e Uplift Avow T +weight w Tile `one I:. length H 9 Job Site NOA NOA NOA Calculated NOA Fr Caloabited All calaidations mast be - s+abmitted to the width NOA NOA at the time of gem* application. 123_01-48 5/03 PAGE 5 • ••• •• o; • • • • • • • • • • i ••• •• • • • •• • •s• • • • • • • • • • • • • • • • • • • • • • ••• 52 I •. • ••• • • SECTION 1 • • • •. • HiGH VELOCITY HURRICANE ZONES REQUiREIZoyvvERg NaTIFitA71QN7OR ROOFING CONSIDERATION3 '•• ••• • • i 1 524.1 As it pertains to this section, it is the responsibility of the rogfirp contractor to provide the owner with the required roofing permit, and to explain to the owner the conteel$of lit secioia.: •Tt4 provisions of Chapter 15 of the Florida Building Code, Building govem the /nt e minimum require=n arc; stan'da - s of'tjie industry for roofing system installations. Additionally, the folowin g items should be address& as part Bt£hQ,atreement between the r and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. owne 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 ddressed 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 Co . (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 s Id notify the occupants of adjacent units of roofing work to be performed. re _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 ring 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 ovbrioaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflo scup • ers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with th. lorid 1; Building Code, Plumbing. tilation: Most roof structures should have some ability to vent natural airflow through the interior of the ben a fi embly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be to sider additional venting which can result in extending the service life of the roof. Date C. actor's Signature Permit IJumber Y2012005,Computer Services, Building Department M I A M I•DADE • • ••• • •• •• • • • • • • • • • • • ••• • 0 • • • • ••• • * • ••• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) : • . • • PRODUCT CONTROL, DIVISION • • • • • •• •• • • • • • • • • • ••• • • • •• • • 0 • • . • ••• ••• • • • • ••• ICI IAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING •'14dt'EST FLAGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • • • • • (305) 375 -2901 FAX (305) 375 -2905 NOTICE OF ACCEPTANCE (NOA) • • • .• Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tjlc; •• • • E. • E. 1340 SW 34`h 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and 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 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE Roofing Roofing Tile Concrete • • ••• • •. • • • • • • • • • • • • • • ••• •. •. • • • • • • ••• • • •• •• • • • • • . •. • ••• • • • • • • • • • • • • ••• ••• •.• • • • •• • • • • • • • • •• • • • ••• • ••• •• ••• •. •• • •' • • • ••• • S ••• .'• .•• •• • • 0000 0000000 000000000 . 000 . •• • • • • • ••• ••• This renews a roofing system using Hanson Palema Double Roll and Hacienda Roof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile 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 Applicant Hanson Palema Double Roll Tile Hanson "Hacienda" Trim Pieces Dimensions Length: 16%2„ Width: 13" ' /2" thick Length: 171/4" Width: 13" %2" thick Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tile equipped with two 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. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTIIERS Product Wood Battens Tile Nails Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. l0dx 3" Test Specifications Product Description Manufacturer Wood Preservers Salt pressure treated Generic Institute LP — 2 or decay resistant (With current NOA) lumber battens TASI I4 Appendix E Corrosion resistant screw or smooth shank nails Generic (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Product Dimensions Tile Screws Hurricane Clip & Fasteners #8x 2 V2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. '!z' Width Min. 0.60" thick Clip Fasteners Min. 8d x 1 'V" 3. LIMITATIONS • • •.. • •• • • • .•• • • • • • .•. • • • • • • • • • • • ••• • • • • • • • • • • • Test Product SpeciNications,• Description Manufacturer • . .. • • •••• . . : • • •• : . ; ; • • • ' : •. • pArrosibr;rnsl•stant, TAS 114 coated, square drive, Generic Aendi.x E galvanized, coarse (With current NOA) • • : • :: •; h ;eci wadd screws • • • • • . • . • .. • • •• . . • Corfosiotiresistant TAS 114 clips with corrosion Generic Appendix E resistant nails. (With current NOA) 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 RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services, of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building 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 `Palema Double Roll and 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 - X (ft3.) Tile X (ft) X (ft 3) Profile Batten Application Direct Deck Application Hanson Palema Double Roll and 0.267 0.289 Hacienda Tile NGA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • Tile Prdfi le Hanson Palema Double Roll and Hacienda Tile 3": 12" 4": 12"•• • •5"::12" : : .• 6": 12" 7": 12" or • • • • • • Baftens Dect Baer.______._ Is Dect Baftens Th:34 a_______tens Dfrect Baftens Direct,„ „ •. . reater • • • • Deck Deck. • • • Qra%< • • Deck Deck 5.92 6.80 5.82 .6tpi.; i.10E : 6365 .5.56 6.39 5.41 6.22 •• • • • • • ••• • 9 • NOA N�.:02-0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail-On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Palema Double Roll and Hacienda Tile . 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 - 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave CHO 31.9 31.9 32.2 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2Y" from head of tile. NOA N�.:02-0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • Table 4: Attachment RakstithIce Etpretsedel* ornament Mf (ft-lbf) For Two:P• .AAh 've:Set tens " Tile Profile Hanson Palema Double Rolf and Hacienda Tile 'Tile ArIplrealion • ." •A e. :" •*" • • • ••• • • • • • • • • • • • ,, • . • 2 See manufactures component approval for tristaltatron rtqufrelhelhtl • • 3 Flexible Products Company Tilepond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight2er pattx8 grams. • Minimum Attachrvent Resistance 26.1J Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single Patty Adhesive Set Systems Tile Application Tile Profile Hanson Palema Double Roll and Hacienda Tile Minimum Attachment Polyfoam PofyProTM Polyfoam PolyPro TM 4 Large paddy placement of 54grams of PolyPron4. 5 Mediumpaddy placement of 24grams of PolyPron". Table 4B: Attachment Resistance Expressed as a Moment For Mortar Set Systems Tile Profile - Mf (ft-113f) Hanson Palema Double Roll and Hacienda 'Tile Tile Application Mortar Set' Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02-0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PROFILE DRAWINGS •• • • ••• • • ••• • • • • • •• • • • • • • • • • • • • • • HANSON PALEiii bOUBlei litOLLVOLF TILE FASTENER HOLES •• • • • •• ••• •• •• • • • V • • • •• • • • • • ••• •• OVERLOOK UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK END OF THIS ACCEPTANCE • NOA No.: 02-0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Mfr DAVE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) iN 11715 Boudreaux Road Tomball, TX 77375 • • •• •• • • • • • • • • • • • ••• • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• • MIAM1IiDADE COUNTY, FLORIDA •' • •' ' • M1 T120•DDADE FLAGLER BUILDING • • : • • 0.140:WESTVADLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• ••••.•. • • • ••• • • • •• • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 inimediately revoke, modify, or suspend the use of such p-roduct o* 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 Pe' z o .RENEWAL of this NOA shall be considered after a renewal application has been filed anq therehas beei7 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.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Exptlon > Date: :05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NbA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1 622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +9.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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: ::: "' • ' ' •' • Test Agency Test Identifier ' •' Vest Na'meeRtport' • • Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA • • . •TAS 10.1 :•• • • 12/16/96 25- 7438 -3 . • : • S� 1 t-.3 : • • • . 10/25/95 25- 7438 -4 • ••••• • •• .. • . . .... •• 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[1] ASTM E 84 01/16/95 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: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polyprof? AH160 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 Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F' F' =. MS \2 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • ... •• •. • • • •. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.. INSTALLATION: ... ... • • ... • 1. Polypro® AH160 may be used with any roof tile assembly havi� g c jrrent itiA••that lists uplift resistance values with the use of Polypro® AH160. • • • • • • • • 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof die assemble§ atlhesiye'attachment with the use of Polypro® AH160 shall provide sufficient atta h t to ispptrel8xprelsed as an uplift based system, to meet or exceed the uplift resistance ciertirtedixs cdn$lia e.wiih Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyproo AH160 roof tile 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 Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 1(30 dispensing equipment only. - - 7. Polypro® AH160 shall not be exposed permanently to sunlight. - 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutys after Polypi-co AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with tine :Placezncnt Details' herein. Each generic tile profile requires the specific placement noted herein: - Table 1: Adhesive Placement For Each Generic Tile Profile' Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMET »JTAJJa 1 • • SINGLE PANT[ • • • • • • • • • • • • • • • • • • • • • • ••• Nag through plastic cement gnderlayriefft • • ••' 101n. 2 • • • • • • • • • ••• • • Eave Course Eyre course only: Keep adhalveapprox. 4hr. up from weepholes VWseitboh Eave closure thiP Wes a d h e s i v e Optional r�r4s for square Inches In contactwlth the pan tie P h k�Plfat ans 2) Turn covers upside dawn. Place adhesive 112 hi. / To 1 In. From outside edge of cover tile. ,. j Then install the the. .0//4 - '.; _.,"#:0°?S°9 C'44tk (_, - nt ` T '.:;41.t °°,1.4°1 U Remov p portion of the eave course cover tile. Abut to second course of pen tiles. Ensure eave end of pan and cover tiles are gush at eave tine. Lave closure (mortar shown) Nag 0uoulho(9s'Jc cement Weephole Fascia g Sheathing Optional Polntup Mortar on Longitudinal edges of file NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT•DET04 2. • • • • . .. • • • • SINGLE VIA= • • ' • • • • • • • • * • a • • • • • • • • • • • • ••• • • •• • • • • • • • • • ••• 00 • • • • Nall through plastic cement Eave Closure NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • ••• • • ••• •. •• • • • •• •. • • • • • • • • • • •• • . • • •.• • . • . . • ... • • • • ••• • • • • ••• ADHESIVE PLACEMENE DB4+.1113 • • • • • • DOUBLE P ATE • • ••• •• • ••• • • • • ••• • • • Nall through plastic cement Paddy (between tile) Paddy (under tile) Sin. I x3in. Single paddy on under- layment Single paddy under the Single paddy on top of tile Eave course 2 In. X 7 in. medium size paddy eave Fascia ' course only Nail through plastic cement • • • • Nall througf piaslit $em nt. • Underlaymt§ • • •. } NJ' . . Si ngle 4 in. ■ 2 in. paddy on under- Single •• ._• •• • • • • ••• •• • • Single paddy under tile Single paddy between tile 2In. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia J t. - phole Save closure Drtn edge 4 S paddy under file Single paddy between tile 1in.x3 In. y.. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 In. medium size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. `\\ ' 1W TAX FOLIO NO. 11 L I% 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: 111111111111111111111111111111111111111111111 C:Fill 2007IR:0 7 50 13.3 OR Bk 25817 F's 11136 C1Ps' RECORDED 07/30/2007 i7 12.16 : 5 HARVEY RUM? CLERK OF COURT NIAPII -DAOE COUNTY? FLORIDA LAST PAGE 777_ 777 1 BY: 40 2. Description of improvement: 4c0� �� C 3. Owner(s) name and address: l_.. --LA0 c_ f� (ctLit t Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 4 (7 ,of -iZj } rO i c2O //'?4:•.c. / -/2 Iv gal s • Sr L '33.)33' 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: / 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to rece' e a opy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and - ddress: D 9. Expirati different d of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a pecified) Sign Print Swor subscribed 0 Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Prepared by Dc J ;A1 0,47C4.1 Address: /MO 5—et) 2f re ,e..c► S I ATE OF FLORIDA, COUNTY OF DADE 11 HEREBY CERTIFY that this is a true copy of the day of original filed in this office on WITNESS .y ha r a ..oe ,AD2.0 d Official Seal. of Circuit and County Courts D.C.