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BP-04-391Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/23/2004 Applicant: VANESSA Owner: FLORES JOB ADDRESS: 85 NW 101 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1131010180180 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -391 FLORES VANESSA ST Contractor's Address: P.O. BOX 531051 Permit Status: APPROVED Permit Expiration: 9/18/2004 Construction Value: $6,700.00 Work: RE -ROOF MONIER COLOR THRU TILE Page 1 of 1 MAR 2 4 PAID Legal Description: NAVARRO SUB PB 12 -59 LOT 9 & W1/2 OF LOT 10 BLK 2 LOT SIZE 80.000 Fees: Description Amount FEE2004 -3054 Building Fee $275.00 FEE2004 -3055 CCF $4.20 FEE2004 -3056 Notary Fee $5.00 FEE2004 -3057 Training and Education Fee $1.40 FEE2004 -3058 Technology Fee $6.88 FEE2004 -3059 Scanning Fee $9.00 Total Fees: $301.48 Total Fees: $3,01.H �00 Total Receipts: 4c 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 8/9/2006 To: Current Owner 85 NW 101 Street Miami Shores Village, FL 33138- Permit: BP2004 -391 Address:85 NW 101 Street Miami Shores Village FL33138- Date Expired: 11/21/2004 Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Date 5 Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request ®k4 Type Insp'n 2 \� ib 1 Permit No. ' Name r Vadfr b a Address U 5 Ku ) 0 ( � ' Company Ik 1 Phone # � $ (o e D-7 '7 `g -s o Inspection Date s(2.- 1 L A MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing Request Date ZS Type Ins 'n Tin 1 . 14 01 11/4-Pop YP P Permit No. ep o `'[ ' q/ Name Address " is 1013+ Company ( tki """'' Phone # Inspection Date Approved Correction Re- Insp'n Fee Name Address S 5 )/j I D Comp Phone # Inspection Date 1/0 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE • BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request tt la► (oy DING PERMIT APPLICATION FBC 2001 B Permit Type (circle): Building Electrical t Plumbing Mechanical Vcne6a , o re5 Phone# (2&T75F O l Q ® Owner's Name (Fee Sim 1e Titleholder) Owner's Address _ N t AJ 0 6 r ` City �, k.0 re State FL, Tenant/Lessee Name Job Address (where the work is being done) QS ikl s 1A o 1 o 1 S±( City Miami Shores Village Is Building Historically Designated YES NO V Contractor's Company NaR Contractor's Address 6 City W M Qualifier !. IA, Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Code Enforcement $ (Continued° on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 w e \R o b o 5 2 ® ) State I r Zip 3 3 1 S 3 eLtvot Fe K $brpo Total Fee Now Due $ y County Miami -Dade Structural Plan Review. $ Permit No} CD f 2 OO4 391 Master Permit No. Zip 83/36 Phone # Zip MAR 2 2 Z004 e( 3 13 Phone # 305 15 LO I g I Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New 6{Repair se 0 Demolition Describe Work: ear o +he e v t S +i r 4 l ' e- o p 1. & ee vl k a, Kett, tohi tone co lot- +krm 1-e [ l+ Je +he °.6a ice co io- n, t I4ile r - ov'.s -emi * *** *** * * * * * * * * * * * *** ** � * * ** F ** ** * *** *, *** * * **** * *** * * *** Submittal Fee $ WOO Permit Fee $ p 75 CCF $ T! a O 0/CC Notary $ � Training/Education Fee $ 1f tO Technology Fee $ 6 62 Scanning $ 1' Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip +• Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent APPLICATION APPROVED BY: Chc 12/15/03 Signature Contractor The foregoing instrument was ac ` Ct Cn� �, x `I' lvr 1nowledggedd before me this D� J The f• egoing instrument was acknowledg before me thi day of re 10 , 2004 , by V y of >1 ► \ .. 20Q b who is ersonall known to me or who has produced t ho is personally kno' to me or who has P Y p � ��� I- �N P y produced P as identification . , ' ho did take an oath. As identification and who did take an atll. NOTARY ii-LIC 1 l IO • ��. NOTARY P Sign: ` 1 1 1 "Ili c:.. Print: ai, al i Z __ Ir IMP tiA My Commission Expires: a j My Commission E u b �f , N ,*_ M Becker P 16, 21108 , SOP B l atl®pf Competency Holder) Votu ExpiresNo A flaohc Bonding Co ni State Certificate or Registration No. " Inc Certificate of Competency No. * * ** t ******** ***************** * *************** * * *** * * * * ** * ************** * ** * **** *** *** * * ** * ** * * ** * *** ** MAR 2 3 2,004 Plans Examiner Enngineer Zoning Florida Bullding Code Edition 2002 HI h Vel ..- Hurricane Zone Uniform Pe , nation Form. oral In tlo Master Permit No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) Processflo. ROOF CATEGORY • ❑ Mechanically Fastened The ®Mortar/Adhe ❑ Metal PaneUShin Ies shre Set Tile g ❑ Wood Shingles/Sha ces ❑t Prescriptive BUR -RAS 1S0 ARE THERE GAS VENT STAG ROOF TYPE • YE$ ❑ NO LJ° ,t.,, TYPE- NATURAL Q LPGX Atj Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) LI so Sketch Roof Ram Illustrate all levels and sections, roof drain scuppers and overflow dtalns. Include dimensions of drains, scuppers, overflow Identify dimensions of elevated o and levels, clearly Irmmrmrmurrrrmuarrmruirru pressure and m m un � mummar wsirrrrrrrr■ u•urui Wmiimir•bWrraarrmiM immr ar•a mm irraMmrmiiir r•ri rrmurmarmii umramim..ru MMrom Irrrriraa■ mamma •ariMarammjr :w c , i , iaiimmu ■rrrmmMamrmm Immmmr• mrrmWmmrrrammarmmm •arrmmm•r•m•a•rrriu mar rarrmrmi•rrlrm•manammrarmmmm ImarrramMrr m•rmrrr•■rrrrrrririr>Nremmuir mummrrrrrrrrrriirlrir lira•rrmmmmrm cram• arrmWrrarrmr• mrrm rirarrrl rrmmmammrram •airrirrmrrar Imamrr• r mimmarrrrrrrrrrrmrrrmismummiumm a mmuururamrirlrrrllrrmrarmm en iWaiiariW IrmrWraaarrm•rrrrrmaiirarrar rarer mmirrmmma ammmxarmarrmmrwr rirrrrrirrrrrrrrrrrrr immuraiaraaur uiamrrmxrr Ir mama• mr mimramMrMarar raimarr Wrmrrmriia• rrl lrWrrrrrrmarrmr •rrr rl `, rrrmWmirru Ir wallasm amriirru• armrMrra •mmmmirimrrmarrarll•m•ir ulmmmarmrrMaarr.Ims•mmrmsn.. rrrMrr• m• mMmmumrmmmsimarrmumw arrmrWra• irrrrll •mmam ■lmrmarmirrrimrjrrmo m•aarir •m aim• Mm marmmuMmaairrima■■rfrrmmmamri...milim lm•M•mirIUWWramrr•MiuMMrmrmmmrr 1 mmarr■■rismommarrriiWraWrrmsgamma •rrrrarraririlrimmorarmmrr lmmr maim` Ilmrmmmm mfliir irrmrumlrmriimrrrmrr W•m mm mzmarmm mrrmr,!;grmirfra mar•• mamma• mmrrarmrrmrrrrrlmrmrrrrrrmrm 'rrmilm :Arrrrrrimmil rrrarrmrrmrrriml rammr• mMrmraro mmarmmrmMrMNarrromismrrrm mmimaojr4m mramalmWimmmrrm alt ImmrrmMMrrrimommaii ■rrmmrrrrimrrmrrmrrMrr mrrrWriif .rrmmrrirlrirrrmmrlKllmmmas Mmimr• riimmaiirmmrimrmmrmmmrmrirm >rmmiirmirmirmmmrrmrmmamrrrxImi rrxrrmmmmmmml br lm mommwrrrarmraarrrmrmrrrrmlrrarrmrmrmmrrmrmm irmrrrmrrrirmrrramiirmirrmrrrrms ammrmmr rmrmrirrrrimrmrmammm m ' rairrrrr ` Mmimmmir g•rNr�ommossommommi1MMm� �IrmIr11mYwsmo rmirmmiminmrAml•rmrissmerm h/rmr� smarm lmrrr• rlmrmaarr raarrarrrrml :!,lrrrrrlr ! 7 r im' , IiarrMr Mmirrrrmarmrmllmrarmarmarrmano mri•mli immisi g . a .. wm � mmmm*kmmm 4. m ssi micommmir ummommerrmurrocimm •r irmiraiial Immiairairr rrriaMriamr ■rrrriaM� Irrmmrrrraaaiam ■ i smsamp o •ma = em i r mm mmr•mm lmaarrrrMrrrarrrrarr/lgrgrrrrr MMIC JAMMINNrrllmlrl•Njmis I ul MM rrr rrrraurrr 7�1rWrrrmaai ■riiariG �?rmrs'rr rrrr mrmM W `.mrrU•MrmmrWmrl I r mM m rmit111rrirrr m wiI mwrMXIMI IMaMmramrrr IrirmrW•Miraar•ar raWmrilirim•mir•Mr immmmrrmr•m•amrraillim aairrrrarrmrrarrwmammumm rllirrmmmmarrmrmiummerrrrrr■ INMlarrr• MIWrrrrrmrlUUrrrrsuUMWiurriiaWr m yA miSrmllrrrarru.• rear Imrrraar rMMWmammM• ar• rNlrrMIMMrmiraMmrrmrmair4m 'lir•ra•rrr•War,rm rarrrimmmmmrrir .. ammo■ lMrmmmmwommirlamogmlaNllmr •WRMrlmi.m.,...,. MMMM' MMMM MMMMMMMMmrrrr•MMMMMMMMMMrWrrar IMimmima Yxrm MMAlllrmrrill ; maaraamWarr ImNrr Irisilemmansinll•a•1 ms' car• iminumrmmmWrmml,' irirmirrrr •mM'lrrmworiarllrmicium owarmr'1 1■ rrrrMrrmx rllrMmi•MMarrrrWrrmrrmMarplrr rmaraa •rmMIMINrrmamrlMMmr,iIUWlu.Mrax lrMaIWIMMar •aMll•rraramrrMrOm•riIIIM MMarMr •rarrMIAMMriamMammtllfrMarr•rm ImesM ORMU MMIMOMMOMMEWlIMMINSMICOWmINrirlrrrrr� •UN M NUVNRNr1, U l , Immaml► lrmaramarmmrrlililliillrrMmmrrrrWaamar mar iamm•ararmrrrr rmrarraarmassommumssrm lam•Wmirmmriaarrimrrmim mimmumnimorr•••arrrmmmrmrrirrr IMmr WrraiMamirrr�rr�rn,,, grammwmllrlalmrmmicommA W• W•r rm mrr•marlWSasrsrrmasmsrmrmssrmru rWmrrrmmsmrarmum arim••a•r r•mm• rM iriira•mmr•Miimmiir•rrmammairrr u1mmr 1 ®C1e- 3.? Roof Slope: : 12 Ridge Ventila I I Florida Building Code Edition 2002 Kigh V Hurricane Zone Uniform Pit Application Form. Section D (St=ep Slo Steep Sloped Roof System Description Deck Typo: I �, U -- J – U (n t ype Underlayment - – nsulation: Fire Darr or: c 9"" ? can Roof Height: it 1: J I astenor Typo R Spacing: [j) / / I y I S 1 j1 kkt 15 dheslve Type: t r t °` s p ha I+ _ e cep Sheet: go .6 i �„° 11 1 II L c11te 1 r5 tt ©E1 r � oof Covering: - MOM 0 .Type & Size Drip Edge: Roof System Manufacturer. Notice Acceptance Number: 0.2 1.10 ► 4 S ' — of Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 1 -191b P2: 1UOtb P3: I Maximum Design Pressure C21b/ (From the NOA Specific System): tile attachment: C O l F0 a RA 0`d net 1 ti e Method of Roof Slope: : 12 Ridge Ventila I I Florida Building Code Edition 2002 Kigh V Hurricane Zone Uniform Pit Application Form. Section D (St=ep Slo Steep Sloped Roof System Description Deck Typo: I �, U -- J – U (n t ype Underlayment - – nsulation: Fire Darr or: c 9"" ? can Roof Height: it 1: J I astenor Typo R Spacing: [j) / / I y I S 1 j1 kkt 15 dheslve Type: t r t °` s p ha I+ _ e cep Sheet: go .6 i �„° 11 1 II L c11te 1 r5 tt ©E1 r � oof Covering: - MOM 0 .Type & Size Drip Edge: Florida Building Code Edition 2002 ', • Velocity Hurricane Zone Uniform Permit Application Form. Section E CT'Ile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the voices for M,wlth the values from M If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. L.. n Me It (Ps: 1 / 11 /0 . (P3 :_ 0 Ali nt Based —Mg: Mg: — Mg: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below M Required Moment Resistance* ti Per RAS 127" NOA M '1 +D' NOA NOA Mr NOA 9t; *Must be used la conjunction with a lint of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the F, values, for each area of the roof, then the We attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127'° (1' x i. ______ az w: ) —W• x cos 0 := F NOA F' 1: ° x w: = ) x cos 9: r_ = F NOA F'_ _ (P x1: ________x w:_ ) —W: x cos d: = F NOA Fs_ ___. Description Design Pr curt Mean Roof Ha kaodmmmie Mobiplier Restoring Momentdue to Gravity At meatBesisaace Requited Moment Resistance M, Minimum Attachment Resistance F' _ Rapumd CT lift Rest :lance F. Calculated Where to Obtain Infornnation Symbol Where to find P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared b7 PE based on ASCE 7 Job Site Job ' to NOA NOA ZL Mo Mr NOA Calculated NOA Avera geTiie�eigbt W NOA Tile Dimensions r NOA w= width atthe SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of dhapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. VF 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 addressed as part of the agreement between the owner and the contractor. V F 2. Reuniting 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. Compton Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. \) \ 4. Exposed Ceilings: Exposed, open beam 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 Codc provides the option of maintaining this appearance. V 5. Ponding Water: The current roof system and/or dcck 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. V f 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • Contractor's Signature a • A M i AM MADE INC MIAMI- DADECOUNT' . FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLACLER STRE:EV aIITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (3C5) 375 -290 4 131111.diNG CODE Y FLIANCE ANCPE OFFICE (SCCO) ri&ODCCT CONTROL NOTICE OF ACCEPTANCE NOA Monier Lifctile, LL . 135 NW 200` Street Boca ltston, FL 33431 vettiin the use of consKruNion ilaterials. 1 h i s t' ;: regulations 1 h is NOA is being issued midi the applicable rules end rc8u ions g� a County Product Control Division and accepted . submitted has been reviewed by Miami -Dad ules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by b the Board ofR the Authority Havin&: Jurisdiction (AR1)• product C•introl 1 reserve the right to r n (n M i not he valid County) a n'e o ri he A J (in stated below. areas other than Miami Dade County) to rform in Division (In l�wn'i Dade County) and/or the AHJ ( us , If this product or material fin product or material tested for quality assurance purpo and the A14.1 may fails ls t o i . rfor tliC this the accepted manner, thc manufacturer will incur the expen se of such testing t fails to Meet the requirements the use of such product or material within their j jurisdiction. . B O R re Flu g or maw al t ovokes. modify, or s ang if it is determined by Miami -Dade County Prod to revok this acct uirements of the applicable building code_ • this ;,redact is approved as described herein, and has been des`W'ed to comply with the lligh Velocity Hurricane Zone of the Florida Building Code:. Concrete Roof Tile Villa, Roll, and Capri shall bear a permanent label with thc manufacturer's unless otherwise or loo, city, ;tate LABELING: Eact unit sh Product Control Approved, u following statemen�' "Miami-Dade County application has been filed and there has been no RENEWAL of thi NOA shall be considered ivelt affectin � performance of this product. u:a or c lame in e han•;c in the app a expiration date or t ere TERMINATION o this process. Misuse o this use, manufacture of the product or proe terminate this NOA rials. us • ses shall automatically product, for sales, advertising or any and .followed by with any section E this The shall be cause for termination e wodrMiami-Dade County, Florida. di layer' , then it shall The NOA number preceded � of the NOA sP the l' b le building c ode negatively Y f there has been a revision f NOA wi ll occur after th P f t NOA ae an endorsement cif any Fait e t comply mate an other purpo removal f NOA NOA ADVERTISEMEN date a o ion the :xp iration date may be displayed in advertising literature. If any P be done in its emirsty. NOA shall be provided to thc user by the manufacturer or its d s tnbutors j�iSPEC'rION:. copy of this entire request of thc Building Official. and shall be a vailable for inspection at the job site at the -rn }•; NOA consist; of pages 1 through 7. The submitted doe umentation was reviewed by Frank Zuloaga,ltRC Now ro.: II t- 1205. Eiptratioti Date: 12/16 Approval Date: i 3 age Rt )OFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Low Profile Roofing Tiles M Concrete 1. SCOPE Roll, and Capri Concrete Roof Ti e, as This renews a system using Monier Lifetile Villa. manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building:Codc does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based sys tem, 2_ PRODUCT DESCRIPTION 1v1anufactured by A kELt Dimensions Monier LifetiIc LLC Villa &Roll lviOnier Lifeitilc LLC C ::pri Tile T. im Pieces 2 1 SUBMITTED EVIDENCE: .I.n�lisz Test identifier 1..cdland Technologies Led land Technologies 1. edland Techn 3logies The Center for Applied i ingit<ccring. Ir. c. -:he Center for Applied t ng, Ir c. 1 =16'W w 13" %:" thick L = 17" W= 12 3 /s %:" thick 1= vanes w = varies varying thickness 7161 -03 Appendix Ill 7161 -03 Appendix II PO402 94 -0608 94 -084 Test S ccifications PA 112 PA 112 PA 112 • .Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped wi:h one nail hole and double toll ribs. For direr t deck or battcncd nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure: extruded concrete roof tilt equipped with one nail hole and double roll ribs. For dircia deck or battened nail -on. mortar or adhe sivc set applications. Accessory trim. concrete roof pieces fcr use at hips, rakes, ndges and valley terminations. Manufactured for each the profile Test NameLRe ort Date Dec. 1991 Static Uplift Testing PA 102 & PA 102(A) Inc 1991 Wind Tunnel Testing PA 108 (Nail. -On) Withdrawal Resistance Testing of :.cpt. 1993 screw vs. smooth shank nails N!arch, 199 Static Uplift Testing PA 101 (Adhesive Set) May 1994 Static Uplift Testing PA 101 (Mortar Set) NOA No.: 02- 1205. Expiration Date: 12/16107 Approval .Date: 01/021 P2 ge2ot7 ?'cat A cnX gettland Technologies Rolland Technologies Professional Service Industries, Inc. ' The Center for Applied Engineering, Inc. Tte Center for Applied Er ginecring, Inc T1 Center for Applied Engineering, Inc Tl tc Center for p pplied Ei igincering, Inc The Center for p.pphed Engineering Inc. . The Center for Applied Engineering. Inc . 1 he Center for Applied E ngineering. Int ( elotex Corporation i esting Services Walker Engineering. Inc. Walker Enginc1xing, Inc. Walker Engineering, Inc. Walker Engine =ring, Inc. %Walker Engineering, Inc. Walker Engine Bring. Inc. Walker Engineering. Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25 -7094-7 25- 7094 - Project No. 307025 Test #MDC -76r 25- 7183 - 25- 7183 - 25- 721 -2 25-7214 - 52845 -2 - 520109 - Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Nante/Report Wind Tunnel Testing PA 108 (Mar Sct) Wind Tunnel Testing PA 108 (Nail-On) Physical Properties PA 112 Static Uplift Testing , PA 102 (4" Headlap, Nails, Direct Deck, New Construction)P Static Uplift Testing PA 102 (4" Hcadlap. Nails, Battens) Static Uplift Testing PA 102 (4" Headiap, Nails. Direct Deck, Rccovcr/Reroof ) Wind Dnvcn Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (I Quik -Drive Sc:cws, Battens) Static Uplift Testing PA 102 (1 uik -Drive Screw, Direct Deck) 4l Quik-Drive Screw, Battens) . Static Uplift Testing PA :01 i Aerodynamic Multiplier 25 -7183 25-709 25 -749 25 -7584 25- 7804b -8 25480' & 5 25- 78 - Aerodynamic Multipliers Evaluation Calculations Evaluation Calculations Two Patty Adhcs:ve Set System Date July 19)4 Aug. 1594 Sept. 1994 Ot:t. Oct. 1! 94 Oct. 1`194 Oct. 1)94 F _b. 1 995 Feb. 1995 M inch, 1995 Sep. i 998 Ike. 1998 N,arct 1999 hlar:t 1995 Fe :rua:y 1996 ,April 1996 Dec( mbcr 1496 A.pri 1999 April 1999 NOA No.: 0 t- 1205. Expiration Date 12116/0 Approval Date : 01/02/03 Page 3of.7 3 LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For riortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. perform 33 Appl.cant shall retain the services of a Miami -Dade County Certified Laboratory to pc quarterly test in accordance with TAS 112. appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. applicable Applications 3.4 Mini �num underlayment shall be in compliance with the app i e Roofin g pp i Standards listed section 4.1 herein, perpendicular to the roal slope 3.5 30/90 hot mopped underlayment applications may be installed unle:•s stated otherwise by the underlayment material manufacturers published iitetatun.. 3.6 This acceptance is for wood deck applications. Minimum deck requirements ::hall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lift-tile Villa, Roll, and Capri Concrete Roof Tile and its components stall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAE. 120. 4.2 Data. For Attacluncnt Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Length4 (ft) Width-W :ft) 1.08 1.03 Tile profile Monier Lifetile Villa. Roll, and I Ca ri Tle Tile Profile Monier Lifetile ,ells and Roll Tile Monier Lifetle :.a • ri Tile I Monier Lifetile Villa, Roll and Ca ri Tile Table 3: Restorin Weight -W (lbf) 9.1 9.51 0.267 1 .33 1 42 Moments due to Gray ' - M: ft-lb Table 2: Aerodiamic Multi • Iiers .- .- — Tile ) (ft Profile Batten A • , lication Direct Deck Aycation 0.289 7 or 1 c rea'.er Direct Deck 5.73 NOA yo.: 0 :4205.05 Expiration Date: 12/16/07 Approval Date 01/02/03 Page of 7 • Tile Profile Tab la 4: Attachment Resistance Expressed as a Moment - ft-lbe for Nail-On S tems Tile Profile Monier LifetUe 2-10d Rin VIII 3, Roll. and 1-10d Smooth or Screw Ca3ri Tde Shank Nail Z 10d Smooth or Screw Shank Nans -10d Smooth or Screw, !Thank Nail Field Cli 1-10d Smooth or Screw shank Nail Eave Cli 2 - 10d Smooth or Screw Shank Nails Field Cli 1' - 10d Smooth or Screw Shank Nails Eave Ch Installation w th a 4' tile f east Mers are1ocated a min. of 2JA from head of tile. 2-10d Rin Te ble 5: Attachment Resistance Expressed as a Moment M, (ft-lbf) for Two Pa Adhesive Set S tems Minimum Attach Tient Resistance I Ile • ••• Profile r-lorder Lifetile vine. R.011. and : _ Seo_jaiwWtures corn r_________t-P-22!------Qval kr instgalion ulreme It_ •___s.:._..------- Capri Tile ;' Flexible Prelude Com any TileBon_ ,,,th, a _________ Average weight per patty li 4 grams ------ P____11&..E.--n Poduct Inc P A --EIN•___._.---4-311..ns . - . • • Ta ale 5A: Attachment Resistance Expressed as a Moment - NI, (ft-Ibt) for Sin le P Adhesive Set S tems Minimum Attachment Resistancl! -a:0 ••••■••■• Tile Application Pol corn p. . m 1Monier Lifetile Villa, Roll, 4 La lacerner of ad( 3f-P------9----jerorarn Poi dd um 0flt 0 f 2 or 2 rams of Po Pro 28.8 4.1 7.1 22.9 49.1 242 22.1 341 32: •/•■•••• 1 NOA, No.: C24205. Expiration Date: 12I16107 Approval MU: 01/021 Pate 5 of Table 5B: Attachment Resistance Expressed as a Moment - M,(ft -lbf) for Mortar Set Systems T le Tile Attachment _ Prafile Application Resistance Monier Ufetile V Ila. Roll. and Mortar Set' 20.60 C:,pri Tile 5. LABELING All til2s shall bear the imprint or identifiable marking of the manufacturer's name .x lo ;0, or follov. ing statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the followir g: 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. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No-: 024105.05 E:piratlon Date: 12116107 Approval Date: 01 102103 Page 6 of 7 MON1ER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No:: 02- 1 205 . 05 Expiration Date:: 211610 Approval Date: 1 t10�� P't. API'12UYF;ry: 06/1412001 'ka1S300 ns0.0001tgn+ptuesMonca a etapaKe ce. Nt .. Qo , .ntcrnet mnit rddras: pectreaster (tbutldlneeedeentine.Com .., MIAMI -DADE CO FLORIDA M O-DADE FLAG L R t1TLt)Mt ttvc , ovn.o PRO NC Obc comnianCE OFFt N L NOTICE tao wt� E r• 0-DADEPL► OLERotm.DINC 1'ulyl't,am �'toducts. inc. a PTA r '73-2s t s77tut SUITE Ica ?at10 S g . MrAMI c rRUA )I)p.�� p►'trt Stucbner Road Road 1) a=) 77). =�pl FAX t O� ] J7s.� Spring ,TX 77383 -1132 CONI1LA rOli 1.10EPOINC SECTION . vest 3 7 S -2327 FAX (31st )7 ,4 na cam . luau w4Fr1tCeA1 ; be valid after r 8 o Your applicatior, for Notice o f vest 375 -2ry66 t: , r )37s ttts►r Tn.!) Cam o y Acceptance (NOA) of PRODUCT Component Pol urcfhenc Foam Adhe t�u>»7s.:o , "11101 !VISION e rn; Chapter Code o-Fs Oust �7_.,)72-63), ImIer rcti o tMiami -Dade County governing he �'d completely described herein, � use of County Construction. and Code letely described Office (a has been recommended for Materials e 6 ( CCO and Types of This NOA s(;111 no ) under the conditions specified P onc.c by the Miami-Dade here in. T h is cl A s a; l no at any the expiration date stated below, ^.ro:}�tct or material tails to time f in tho 8C o he tote ri o sect or manufacturers plant for qualit �i rc of such product or to perform irn ind the pC`i manner y control testing. Su suspend he determined by BCCO that this ► DCCO may revoke, revoke h this atx "c;in�► Cod pro or material fails to meet the requirements ' modify, or suspe �,�` 8 rments of [ this approval, if it a qutrements the South Florida T` expense 0E lstin b will he incurred by the t*tanufncturcr. ACCEPTANCE NO.: 01-0521 .02 F:Xl'ljtES: 05/1 p nou L5 Tltf•. COVFIISIlI.FT St' nt YA1.1 C: RIit --- _ O c_91 1't2�CT nFV •l' }'sS applicatio fo • ,,, r ['rcd;:ct Approval has been reviewed by the DCCO and approved/by "d` and product Review Committee for::: above. to bo used in Miami - Dade County, F n er the the Bonding ' 'orida under the conditions sit Raul Rodriguez Chief product Control Division FOR r.F I F Y y FM Francisco 1. Quintana, R.A. Director Sl;anii -Dadu County t Code Compliance Oinc e • Itotncprger tutp : / /vrwie.bWtwirsigeedeenilnr,cont - 'w .QOM )1' A7de S CE& i d • : 4 'r • 1'e m Uetk C FAX OS4 37e 1042 ROOFING ASSEMBLY APPROVAL to n, .Su rC�lct. Rooting Roo r'lile Adlies ;vc Polyurethan pouiroAl PRODCCTS. • t• SCOPE u approves This approves p t'nlypra'n a11160 as manufactured b This pp in Section r 2 of this Notice o f pressure in p io n as by t'nlhe locations Products, where Accc.pta�cc. For the lo�tio � ��, Inc. as pres design pressure niej os ae determined fined by applicable building • note the the Standrd pressure 12 b code does oofi Application Y calculations in compli With Roofing exceed the 7. for use with approved flat, low, Standard Ali 1 G0. for use I; Application !or sins;o patty 1 placement. th attach cent calculatio ns arc ,dlon profile a moment based mom d using l.lt based system for double Ott Y systems 2 . PRODUCT DESCRIPTIO,, Manufactured by Apx licant Teit ('Ol r 1) rinns YP AIi N/A �ccilf c�tttnny 1'roJuct PA 101 D • e•e, I'aln,proe RTF1000 Two component N/A polyurethane 1 'raPacl.li) 30 & :CO Dispensing Ecaliment N/A Ofspcnsing Equipment 2.1 Component or products manufactured by others: �'tY M ;a:ni-Ij;►dc Co�uuty Product A - tt y list uplift resi c v , ! Control Accepted Roof Tile Assembly 1y.: ues with the use or potypro A111G0 rourti e h II ^carr `0�1 2 .2 Typical Physical Properties: 1'rn eft Density - c ' ASTM D 163? 12eo, Contpres,i`e ASTM I) 1621 1. Ibslrt.' Strength ! 8 PSI • Parailel to rise Tcusi :e Serer nh 12 PSI Perpendicular to rae µ'a'ct Absorption ;� ASTM D 1623 AST 28 PS1 Parallel to rise 4t D ? 127 0.08 L�sJft= Mrtstt.rr Vapor A S•f�,l E 96 �. Trans•nisStr,:, • 1.1 I font / bleb Dintcmic•ta: AST 1� 2'26 Stabtlay *0.Q7"! Vc Chult8c l -4 t weCkS •65.U% Valu Cleat 1 ) II: :n:iclity. 7 weeds M.L11CI1 X11 K'ddr .y .. V ACCEPTANCE No.: 0 -fI5 . Z Approval Date:.fu `ftQ1 Expiratio bat Ma 0 ooc Frank Zuloask kRC Product Control Examiner • 4. P *1 a p re:l u nc. ACCEPTANCE No. • 0 121.0 Note: `The Physicnl properties listed nbovc qrc r r+eccpted ASTNt test method and sire subject as 1 ues as sect to normal nv�ruri r vnt ia ti determined b • j orm61 rnt:nu facturia ,variation. determined 3.( Fire cl assifica;io►t is net part of this acceptance. RcC , Assembly for 'i�rc ratin cr to tlk 3.2 1'olypro� A1 shall solely be t rcParcd !toot Tilt: 3.3 Minirtiktm underl sha is ly b e used with nal tow Standard RAS 120 ur in compliance with the ltaoite profiles. g Applicatio 3 . 4 Roof Tile manufactures adhesive ,,r;, t es acquiring acceptance for the use•of Pol r 3.5 It their tile assemblies shall test in accordance PA Roof Tile mant,factures•ac utnn Ypr °® AI.1 EO roof use f Tile row Afi 16 q . B acceptance for two paddy � Place lace en (0 1. YP 0 roof t assemblies shat! he adhesive with their tilt ment l t e i e st in wh the accordance with PA 107 and with section 10.4 as modified herein. ( W Fs= AL_ INSTALLATION 4.1 Polyp; oCi) AH i 60 may be used lists uplift resistance values with with e use f Polyp o® AK hav;,, NOA that 4.2 Polypro ®AH 160 s!: �• 1 G0. �e a current >•` section arid tl•c 60 shall be in compliance with the Cot., section adhesive attachment S Placement Details noted therein. The roof Atile c tment with the use of Polyp ro® Ala The roof rite starc :en: attachment resistance, expressed as an uplift based system, YP 160 shalll provide the uplift resistance determined in cornpitar,CC with Miami -Dade County A�icatltand , � �•.., to meet cr exceed A :scab bay taards i ap on Standards 1..7 The adhesive attac!uuatt data is noted i�n too 4.3 ?Clypro ®A li l 60 - f eot'tilc adhesive and its components shat! be ;nstalled in accordance with Roofing Application per Standard � � , Polyprce AH :60 Opera:in i :LAS 120, and . otyfoarn I'rcdt ;cts. Inc. 4.4 Instal ;atInstallation must be by S (nstruct,on and Maintenance Dxk! by by Pc,yfoa ^t Products. Inc. holyt am Products Inc Applicator approved Ca tc P cators :o the . In Navin shall supply !ist and licensed 7: or f l; authority 81u. jurisdiction. P y a "t o` approved a.: adl :cs of t e r " am p r o® dispensin Y C. � � :C mi+c ratio equtpn�cnl is require: i•�� e application ..etwecn the 'A" component and :he .` • neat shall be maintained between ! 0 - ,.IS 1 shall ll be et t shall delver 0.0 :c 0 15 pct,. F t } le as determined t ca dispense ..rrcr sh111 ire set to shat: be appro d b: - Eton No other settings 4.6 PolyproC1D AN i GO sir !{ ' • dispensing cquip:ren: bc applied with foa,npro It "1T I 000 or p; oPacic ®30 & 100 o,�, 4.7 I of • a D Polyp rue rod , fit f 160 slut :1 r :ot I:d exposed pet manetttly to sum L_3 /F:ci.14C '{Sd b(� 3 - -- •.....a rRODUCTS. INC. MS H.'2 )1 - Frrrtu 2 utogsa, RRC fired ;e: Contra( Examiner A .dC. ..C; 14d _ . :. C3l't in-qn -xw • li Pot _t m Product nc. • Iry Attar. tgOSRG :99 'ON WI 4 rua.rlbak p ODVcrs. ACCEPTANCE No.: of -0� 4.8 • Tiles must be adhered in freshly aplied minutes aft polyproe AH 160 has bee idispens• Tile must be set wit 4.9 Polypro ®AH 160 n dispensed, within to 3 the 'Placement Aft placement and minintum path weight . noted herein. Derails' herein. Each generic • Table 1: Adhesive Placement Tor TilcPronl 5. LAD ELI.NG All Pol ro® Yp Alf 160 containers shall comply with the Standard Conditions f. BUILDING PERM IT REQUIREMENTS listed herein. b QUIREMENTS 6.1 AS required y the Building Official or applicable Buildin !, Code in order to properly evaluate the installation of this system. Fmk tuba C RA Product Control Examiner . L CM X? Kiddf'S °Eb u4 o r • g r f--.. OOoI •• wwa 655 S76 1042 POLYFOAD PRODUCTS. 1 PoLvfoam Products lug L9.9 9S :5S '0N XU A CCEPTANCE Ne.: 0 - 0521.02 ADHESIve PLACEMENT DETAIL 1 SINGLE PATTY Franck ARC Pro4uc t Examiner. • _ u-_•t• %Dos 1i. ' . , ',Poivfoiim Producr� r.._ Ma duar`A PISUc terns l - -- Will P RODUCTS. INC. ACCEPTANCE No.: 01-0521.02 A DHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ::Acm )f ATccinS Fronk z..JJO RRC Product =�.zrvl E.-co mic= AC 0 -fik _,4 .4 1 3 In. t7 Vogl' Paddy gm wWat- I Single midi 0P lop of Gle Nag Woven plastic Rmcn1 is PUdp under dig 7?cE9.:9c CN Xbj • •,4 ?R INC. ACCEPTANCE No.: 01-11§ 1102 • ADHESIVE VE PLAC DQUULE PATTY DETAIL 3 ATTY iM� a ..` undo Gee . s:la hN� be Noe Oaddl 4 41f% p. f en lindfnirneAl in :ate � l h a l LI, 11,40n .LcCI" 317 STddrS `: . Simple NMI mid., *Ifs ' y ►a W I►I.t m dal 4.a cwr I o j� Frank zLl Product Cons of E Facts ears :Wan, otto edp Ooo aim 13:10 PAZ 134 576 1012 Pol f :t;nt Pr t is Inc. ACCEPTAN( No. :01-0 1.02 1 Rcrsctia; of this A ct:clrlat:cc (approval) shall be considered Rct the o ort h is submiit a td�r d docume including aRer a in t r, d on . .as than eight (It) } C 1 est - sUpportin • data. burr fi:cd S :nL:r. docL.ecnts. an; ,o Any and ;r all 1 aoved pr;x;ucts shall be state. n d 0 l a followin ov, d „ p labeled with the , specifically stated in the sp citic of this Acceptance. Node:. "�rfzetilr¢rs runty, eit }•. - •u:tral Approval". or as 3. Renewals otAcccptar,t;e Will not be considered if. a. There has boon a chang in the South Florida Building Code a - - the product and the prod is not in compliance with dte code cha gz b The product is no :cab - - � evaluation of .his �r the sane product (identical) as the one o.'•. _ c It !;:c Acceptance holder has not tom ir. 1uding the core.c plied with all the rccL.r�-•- ,pprovcd. d. T.><: engineer who originally of the product ' -'- � of this accepta.;:.c, submitted, e is no lcn 8 1 l prepar`d. signed and scaled the rect.. documen:stion initi::ly bet practicing the engineering profession. d• t Aar recision. or change i :: the materials automatically 4y re be cause: for ' use, and/or manufacture cr termination of this Acceptance. _ P t r men t r proces s t yet e. (through the :.;irt of a rev ision a s cal application Y i t lu a l` rc r .- . +:'l: approval rcq cc: pp nt has bet= ' •s 5 Any ache fc11o«�, • g shall :so be grounds for removal of this Accept-1,la, a• lnsars:zctor)• perra :mane: or this product cr b Misuse of this Aece.ptaac as an endorseme o f any proJuc i_ other purpose �%c;, advertising or a•:y fi The Notice of Acceptance preceded b ::uttber prec y 1ic expiration date n :ay be display m y the wards Miauti -D3a: }• Florida, nd foitot. Acccotatie:.11 lisprayed, LIs;;; it Shall be dent; in its entirety U` Ilefalurc. ; c'•. =��i°n or JVOUc: of copy or 111:5 Ae:.e 'L1 •. as approved drawutgs and other de A :cr: A< e :a : 4 - c � s well er r dca to . b he ntani,: Facturer or its distributers and sh-. t • - ? , r �, �t•hrrc it applies, 5= il am: 1 :,; eng.nccr need net reseal • : -' 1 v1� for inspection ce the job s;tc : t a ul :hc topics Failure :o comply with cry section, of this Acceptance shall be caw: ` cceptance - rmnaticn and ccatOta; p -' consists cfpages 1 through 8. END OF TItIS ACCEPTANCE : -"" Lisl oaga. RRC . l'-tsc�c Control E.wamish r 9 NOTICE OF COMMENCEMENT A RECORDED COf 1 MUST BE POSTED ON THE JOB SRE AT TiME OF FIRST INSPECTION - PERMIT NO. TAX FOLIO NO. 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 1s provided In this Notice of Cornmencement a. e 2. Description of Improvement: e- rc ct 4 . tractor's name an •. address: try oY ` �Y ��� n7Yhe fired by owner from ��atr v PI'r' a d-, of 5. Surety: (Payment bond raga Y r nal filed tors office on Name and address: ;:al. Amount of bond $ fie and cnti Coons O. Lender's name and address: NITNESS my hand snd OVA 1 1 1 1 • obi =, co 1. L " L es } roperty and street/address: 3, rls) name and ad press: ®` � I\ c J\ �.VNA oire, � � 3) 3 Interest M property: 0 txiner� Name and address of fee simple titleholder: 7. Persons within the state of Florida designated by Owne r upon whom provided by Section 713.13(1)(x)7.. Florida Statutes, Name and address: 8..In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a nt date is spe r+ = d) Swam to and subs Ignature of Owner `� Print Owner's Na ��� cr A �� n r me i� CI e• L mo smon #DD232 . y ♦.* riL' 3 Notary Public Ina � .. s�_ i�D `�+i� : T">u Print Notary's Nam I�i. p t74 '. , My commisslon expire s: 13.O142 rwe4 rat before me this 20 111111111111111111111111 c F= N 2004R0188441 OR Bk 22132 P's 3620; (fps) RECORDED 03/19/2004 11:01 :43 HARVEY R.UVINIr CLERK OF COURT MIAMI -DADE C:OUF4TY, FLORIDA LAST PAGE ces or other documents may be served as Prepared by Ad 6 L14,1 44,14"1 p. EC< X1051