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ACT-06-2430
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i26 BUILDING r3 krctiL.. PER1VIIT APPLICATION Pa FBC 2004 Permit Type (circle): Permit No. ACT 04 -L47j1) Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) !" rq. C4-5 40 ( Ct, (4 A ck) Phone # — %S6 - /O67 L( Owner's Address 1601 (ti/ b g (Q s a City Uia Sd,re 6 State Flo rm zip 35139 Phone # Tenant/Lessee Name Job Address (where the work is being done) ` 1) , E q tk City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami -Dade Contractor's Company Name Contractor's Address City $ NO Zip 33 ( Zip Qualifier Name t a, _ ��► �) L t `; Phone # State Certificate or Registration No.00 tt z� !(e Certificate of Competency No. Architect/Engineer's Name (if Value of Work For this Permit $ `` y R U Type of Work: ['Addition ['Alteration Describe Work: b 't Phone Square / Linear Footage Of Work: Repair/Replace ❑ Demolition a v * * **** * * * * ** **** * * * * *** * *, *, * * * * * * * * * *, Fees** * * * * *** * *** ** * *, * * * *f* *,r, * ** * ** * *** *,�*** ** Submittal Fee $ Permit Fee $ CCF $ ", LAO CO /CC Notary $ Training/Education Fee $ Technology Fee $ 2 - Scanning $ ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ See Reverse r1 4 PAM Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S Alt DAVIT: 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 it 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 ins ection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection = ap #roved and a reinspection fee will be charged Owner or Agent The foregoing ' trument was acknowledged before me day of � 3 > 20(°)L, by who is personally known me o who has produced F L 0 L� I Lj35 zbL3 oAsicenti cation and who did take an oath. Signature The foregoing yof who i NOTARY ' ` c LIC: Sign: Print: Contractor ent was acknowledged before me th 20 by o me or who has produced as identification and who did take an oath, My Commission Expires: ***** * * * * * * * *** * * *,ti:**** ** * ** * ** ** APPLICATION APPROVED BY: (Revised 02108106) lit - State atFlorida My Comm. Ewa Mr 24, 2009 caatn m * DO 41Q161 ************************************************ Plans Examiner Engineer Zoning NU I ILt VC WMMt MAIM N A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. kc:[ D‘.0 21) TAX FOLIO NO.1 I WO (�3 O 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. 1111111111 11 11 llIIINN h1Ilifll1ll1 CiF1+1 2006R1333360 OR Bk 25192 Ps 4370; Ups) RECORDED 12/15/2006 10:30:22 HARVEY RUVIN, CLERK OF COURT 11IAi1I -DADE COUNTYr FLORIDA LAST F'AGE 1 { 1 ‘,S1 to;operty . Legal description and street/ ddress: l �' t 1 E G 1 g < �Z 2. Description of improvement: j4, 3. Owner(s) na e and addr =ss: ti Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contratW,EitgriOR►DA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true copy of the onglnal filed m this off.cc on doy of 62).-e-e-- , A0 20 WITNESS my hand and Officral Seal. 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 o r documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a to is specified) gnat re •f Owner / Print Owner's Name Frei n 0).660 Ma-Warta-40 Sworn to and subscribed before me th'F 1,Ct day of Notary Public > JI.LL L Print Notary's Name My commission expires: 113_01-39 7/05 PAGE 3 Prepared by ' Akt 004) • ••• • • • ••• •• •• • • • •• •• • er tifitate REGISTERED APPLICATION CONCERN No. FA- 36801 GLEN 1831 GLEN • • ••• ••• • •• • • ••• •• • • • •••• • • ISSUED BY .f . • • •• ••• •• RAVEN '.G=oat t#3 I S•'.LLC N PARR 4VV . • ' " ' RAVED! •• • • •NC• • •6•,..t'7217 336-227-6211 This is to certify that the materials described on the reverse side hereof have been flame - retardant treated (or are inherently nonfl• rnable). FOR ASTRUP COMPANY AT CITY CLEVELAND • • • • • • • • • 2937 WEST 25th STREET STATE OHIO Certification is hereby made that: (Check "a" or "b ") 44113 (ai•ihe articles described on the reverse side of this Certificate h ve been treated , ith a flame- • • retardant eAemical approved and registered by the State Fire Marshal and that the application •8f laid ch$rpiccd was done in conformance with the laws of the Stt* to of California and the Rules Lind Regaltilfdris of the State Fire Marshal. ••Itiame of'c1 e, cal used Chem. Reg. Nc • • • Method ppplication (b)„ hip articks31,p cribed on the reverse side hereof are made from flame- resist z•.nt fabric . r •. nta=erial fegtltered and approved by the State Fire Marshal for such use. . • 4resle n®rr4 aflame-resistant fabric or material used FR SUNBRELLA Reg. N .. FA- 36801 •••• The flame Retardant Process Used WILL NOT Be Removed By W (will or will not) shi GLEN RAVEN CUSTOM FABRICS By __STEVEN L, ELLINGTGN• GEN M R Nome of Production Superintendent T T TI4Tik RIAI7 TMZ1t1mT1t ITZPIT1;1 C11tI CImtT�,. .� _, ,T1( gT) I��IItTl(7tIC Title 9 We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire M rshal. The ASTRUP COMPANY Control /lot # Quantity 1. 000 YD Customer order # MANNY Astrup Invoice # 2912916 PARADISE AWNINGS CORP. INC. 7491 NW 8TH ST MIAMI ascription SUNBRELLA FIRESIST 8609/60 Product Code 8986 FL 33126 -2912 BY: • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ft • • • • • • • • • • • • •• • • • • • • •• • • • • •a • • • • • • r • • • • • • • ; •• • • ••• • • • 5 f • . 11 11 Mil 11 NU II NI I • • .•. • • • ••• •• 0 . •• • ••• • • • • • • • • • • ••• • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• • •• • • • •••• •••• • • •••• • • •• • • • • • • •• •• • • • • • • •• • •••• • • • •• • •••• • • •••• • •• • • • • • • • • • • •• •• • • • • • • •• • • • • • GENERAL NOTES: 1 ALL STRUCTURAL MEMBERS TO BE SCHEDULE 40 GALVANISED STEEL PIPE UON. 2. MINIMUM 5" EDGE DISTANCE FOR ALL ANCHORS. 3. ALL CONNECTIONS TO BE FULLY WELDED: TYP 4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION). 5. ALL WELDS COVERED WITH CORROSION RESI,3TANT COATING. 6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2004 FLORIDA BUILDING CODE AND ASCE 1 -02 (V =90 MPH, 1 NOTIFY ENGINEER OF ANY ERRORS /OMISSION:: FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 8. CONTRACTOR TO NOTIFY OWNER THAT FABRIC:: AWNINGS WILL REQUIRE REMOVAL OF THE FAENRIC WHEN A HURRICANE WARNING IS ISSUED. 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. 1/4 "x2 "x2" STEEL f1? TO HOLLOW BLOCK WITH (1) 348 "x3" HILT! HLC SLEEVE ANCHORS (MIN. 1'44 " EMBED) DETAIL A SCALE: 3"..1'-0" NOTE: ALL PIPES 3/4 "4 •UNO. DETAIL A (TYPICAL OF 1) DETAIL 8 (TYPICAL OF 2) DETAIL C (TYPICAL OF 2) 1/4 "x3 "x6" STEEL fJ? TO HOLLOW BLOCK WITH (2) % "x3" HILTI HLC SLEEVE ANCHORS (MIN. %" EMBED) 3/16" DETAIL 5 SCALE: 3".1'-0" NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. TYP momnvimi SEP 2 8 2006 g BY: "VIM • (-2"tt) PROPOSED CANOF'Y SCALE: 348 " =1' -0" 3/16' TYP 1/4 "X2 "x4" STEEL f!' TO HOLLOW BLOCK WITH (1) 348 "x3" HILTI HLC SLEEVE ANCHORS (MIN. 1 144 " EMBED DETAIL C SCALE: 3 " =1 -0" FRANCISCO M,4LDON,4DO cfl LL m d) z0 co co n x LL- rn N 10 N re) w H VI CERON PE* 63023 CIVIL Dace: 21- Aug -2006 Seale: AS SHOWN Shwa.: J • • •00 • • • •00 00 •. • • • •• •• • • • • • • • • • • • • • . • • 000 • • • • • • • • COVERSHEET • • • • ••• • • • • • 00 Structural CaIcuIationzfor Canviiiis•Aw ling • 00 • • • • • 00•• • •• • • • 4100• • • • • •••• • • • • • • • • • • • • •• • • • • • •• .. • • • • • • • 0• • • • • • • •00. • • • •• • •• • • •00• •••• • • •0 • • • 000• • • • • .00 000 •00 ••• 00 • • •.•• • .. ... .. Project:. • • • Francisco Mal4i®na &o : :•• ••• 1001 NE 96 St Miami Shores, FL 33138 INFINITY ENGINEERING. Infinity Engineering Services, Inc. 14746 SW 60 St Miami, FL 33193 Tel: 786 - 287 -3922 www.InfinityCng.us CA# 26963 Victor , PE 1 vil P 63023 Francisco Maldonado, 1001 NE 96 St, Miami Shores, FL 33138.xmcd 8/21/2006 1 of 4 ... • • • ... • • DESIGI4WIIW(I! WcbliZIGIFOR CANVAS AWNING Z =25ft V = 90 mph • • •.. • • • "' • • • %ASCE•-02•( C&C, h <60 ft) •• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •••• • • • • • •• ••• ••• ••• 20.0.4.31 Q §.4. ?.1 • . „ • I =0.77 ' ' ' ' ' ' • ' • • • • • • • • Exposure_Category = "C't •. • . • • • .. Kzt = 1.0 qz := 0.00256•Kz•Kzt•Kd•V2•I Length = 6.5 ft Kd = 1.0 Kz = 0.95 Width = 3 ft Area := Length •Width Area = 19.5 ft 2 Qz = 15.09 psf • • • •• • •• • ••.• • • Zone = "4" GCp = —1.05 GCp; = 0;00 0.• •.•• • • • • • • •••• • • • • • design qz. GCp + GCp; design = —15.9 psf •••••0 • • • • • • .• • • • PDesignvert = —12.2 psf PdesignLat = —10.2 psf Widtheff = '.�91'Ft • • • • • • UPLIFT LOADING Widtheff Uplift := 2 PDesignVert LATERAL LOADING 1 Lateral1 = —24 pif Uplift = —24p1f • • •.. • • • • •• • • •• • • • • • • • •••• • • •••• Francisco Maldonado, 1001 NE 96 St, Miami Shores, FL 33138.xmcd 8/21/2006 2 of 4 • • • • • • • • • • • • •••• • CHECK MEi11 BE a (ASD - Edition% . . . . •. • SECTION PROPERTIES L =4.50 ft OD= 1.05 in F = 35 ksi I = 0.0370 in4 E = 29000 ksi r = 0.334 in I1170.8tin . • t= 4...1Sri' K = 0.9 • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• •• • • Cross_ Sectional Area = 0.33 in 2 Weight = 1.13 —lb ft S= 0.Q7in..•: :ode?, 0136. K —L =145.6 • •• •r. --.-- • • ••• •• OD 3300 •ksi — t = 9.29 F = 94.29 Cc :_ Y APPLIED STRESSES Applied Axial = 592 lb fa - Applied Axial Cross Sectional Area fb:= Applied_Moment ALL®WA$LE STRESSES • • •••• . •• • • •••• • • •.•. • • • • •• • • • • •'5.i:': • •• • •••• • • • • • • •. • • • .•• • •••. Fb = �• • - L".._K.112 • ••• r • 2 ••.•2•Cc Fy '•••4.L K.L13 5•••. r r J _ •_i. •..• 3• •B'•- 8 C 3 • • Fy Applied_Moment = 65 ft-lb if K —L <- Cc r 12•7c 2•E ,. if KK —L > C c Fie . 1.33. 12.7t •E �L �j 2 KL112 23(rJ r 0.66.F if OD 3300.ksi y t Fy 0.60.F if OD > 3300•ksi Y t Fy Cc = 127.89 fa = 1.78 ksi fb = 11.06 ksi Fa = 7.04 ksi Fie = 9.36 ksi Fb = 23.1 ksi CHECK INTERACTION fa fb = 0.19 fb = 0.44 I:= fa + I =0.63 1.33•Fa fa 1.33•Fa " fa 1.33•Fb• 1 - 1.33•Fb• 1 - Fe \ Fel Francisco Maldonado, 1001 NE 96 St, Miami Shores, FL 33138.xmcd 3 of 4 if (I <'1.0, "OK" "NG ") = "OK" 8/21/2006 ••• • • • •0• • • • •• 4141 • • • 4141 4141 thide14A cHOR BOLTS ...• •••...• • Utilising 378" P x 1 O .embed turn eIj..0 Sleeve Anchors into Hollow Block CHECK TENSION •• • • • • • • • • • • • • • •• • • • • • • • • • No - of Bolts = 1 • • •• ••• ••• ••• - Bolt_Tensile_Capacity = 435 Ib 00 000 4141 • • • •• ••••••• • Allowable_Tension :, .1.33. 3oTt•$e sile?bepecity•No of_ Bolts 0• •4141 • • • • • •• Applied_Tension = 201 Ib Allowable_Tension = 579 Ib Applied_Tension -0.35 Allowable_Tension CHECK SHEAF Bolt Shear Capacity = 800 Ib Applied_Shear = 137 Ib Allowable_Shear := 1.33.Bolt Shear Capacity•No_of Bolts Allowable_Shear = 1064 Ib CHECK INTERACTION Applied_Tension Applied_Shear I :_ + Allowable_Tension Allowable_Shear Applied_Shear - 0.13 Allowable_Shear 00 • •.1, •v.4s • • • • • • •••• • • if(I <_ 1.0,:O.K. ".,"N.G ":)•qi :b.K." • • • •• •• ••00 • • 0000 • • • • • 00 • • • • 00 • • •0 • • • 00 • • • • • • • 0000 • • • • 00 • • 00 • • • • • • • 0000 • • 00410 • Francisco Maldonado, 1001 NE 96 St, Miami Shores, FL 33138.xmcd 8/21/2006 4 of 4 • •• •. • • 0.0. • .0 • • . • • •••• • • • 0000 • • • • • • • • • • • .0 • • • • • 41• 0. • • .• • • 410 .4141. • • •• •• • 0 • 0410000 ..•• •0 •• • • 0000 • • 04100 • •• • • • • • • • 41041 • • • . . ••• 0. 041 • • • .. •. • . • COViR $HF . • • .00 • • • • • • 00. Structural Analy$is for caJ vas•Awning 4141 •4141 0 • . • 0 • • • • • • • . • 00 0 41 0 . . •• . . . . 041. ••. 41.. 4141 . 0 Project Francisco• ai*ctonarios• 4141. 1001•f'1E9b trt• • • :•• 4141• Miami Shores, FL 33138 r'- INFINITY ENG I SERI NG Page 1 of 6 Infinity Engineering Services, Inc. 14746 SW 60 St Miami, FL 33193 Tel: 786 - 287 -3922 www.InfinityEng.us CA# 26963 Victo'" on, PE ivil PE# 63023 900Z }sn6ny 6Z •• • • • • •••• •••• • • •••• • •••• • • • • •• ••• • •• • • • • ••• •• • • • •• ••• • • • • • • • • • • • • • • • •• • • 0 • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• z 0 • • •••f • • • •••• ••• OP • • • • • • • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • •• ••• • • • • • • •• • • • • • • •• • • • • • • • • • • •0 • • • •• ••• • • •0• • 0 • • 0 •• • • • • • • • •••• • • •••• 0 • •• •• • • • • • • • • • • •• • Cases: 1 (UPLIFT) lb/ft • • •• • • • 0 • •• • • • • • 0000 • •00• • • 0060 01.41• • • • 0• • 900Z isn6ny 2 oNiadol ±Andn , • •0 • • • • • • • • • • • • • 900Z;sn6ny 6Z •• • • • • • • • • • • • • • • • • •••• •••• • • •••• • •• •• •••• • • • • • •••• • •• •• • • • • • ••• •• • • • • • • • • • Cases: 2 (LA 1 gl ft • •• • • • •• • • • • • • • • •• ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• r g.•••• • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • s • • •• • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • • • • ••• • • • • • • •• • • • • • • •••• •• • • • • • • •••• • •• • •• • • • • • •• •• •••• • • • • • • •••• • • • • •••• • • • •• • •••• • • • •• • Gases: 4 (UL -L1) Ibtft 900Z;sn6ny 6Z r' •• • • • • • • • • • • • • • • 80• • • • ••• • • • •• •• • • • •• 00 • • • • • • • • • • • • • ••• • • • 0 • Section Pro aert es • 0 0 • *• 0 • Name HY (in) ••HZ jinj AX VI IX4in4} IY (in4) IZ (in) Material 1.41 P 0.75EP 00 • • • • • • • • • 1.41 P 0.75EP 2 / MAX P 0.75 1.05 • „01 056 • _Q3N: •Q.Q74:, 0.037 0.037 STEEL A53 •• ••0 •• • • • •• Forces - Envelope •, • • • - Cases: 1 2 4 • Bar FX (Ib) MY (Ibft) Length (ft) Section 1 / MAX 62 36 1.41 P 0.75EP 1 / MIN -5 -17 1.41 P 0.75EP 2 / MAX -73 29 3.91 P 0.75EP 2 / MIN -148 0 3.91 P 0.75EP 3 / MAX 25 33 1.41 P 0.75EP 3 / MIN -106 -45 1.41 P 0.75EP 5 / MAX 69 38 1.41 P 0.75EP 5 /MIN -2 -4 1.41 P 0.75EP 6 / MAX 61 38 1.41 P 0.75EP 6 /MIN 1 -16 1.41 P 0.75EP 7 / MAX 25 22 1.41 P 0.75EP 7 / MIN -116 -45 1.41 P 0.75EP 8 / MAX 20 49 1.41 P 0.75EP 8 1 MIN -99 -35 1.41 P 0.75EP 19 / MAX 575 65 9.00 P 0.75EP 19 / MIN 87 -48 9.00 P 0.75EP 20 / MAX -103 61 9.00 P 0.75EP 20 / MIN -592 -59 9.00 P 0.75EP Reactions: Envelope in the coordinate system: q obal - Cases: 1 2 4 Node FX (Ib) FY (Ib) FZ (Ib) MX (Ibft) MY (Ibft) MZ (Ibft) 7 / MAX -59 -3 -43 0 0 0 7 /MIN -119 -9 -89 -0 -0 -0 8 / MAX 53 2 12 0 -0 0 8 / MIN -38 -10 -86 0 -0 -0 13 /MAX 12 -0 70 0 0 0.0 13 / MIN -201 -0 -137 -0 0 -0 17 /MAX -59 9 -43 0 -0 0 17 1 MIN -119 3 -89 -0 -0 -0 18 /MAX 53 10 12 0 0 0 18 / MIN -38 -2 -86 -0 -0 -0 •• • • 0 0 • • • • • • • •• •. • • •• • • 0 0 • 0008 • 0000 • • • • 0000 • • •. •• • • •• • •000 • *0 • • • • • 000• 00 • • • •• 0 • • • • • 0000 O 0 • • 00 0000 • 0 •••• • • • • • • • • • Francisco Maldonado, 1001 NE 96 St, Miami Shores, FL 33138.doc 21 August 2006 6 of 6 • • a •• •• • • • •• •• • • • • • • • • •' • • • • • ••• • • • • • • • • • • • • ® ••• • • • • ••• (,0'„"' '1" • ? r ,fiP a 'o: • • ••• • • • • • • • • • •• • • .L d ohal erPor 1- 4 '� (fnce �.4 1 • : : • ••• •• , • • ••••Z• • • •• • • •••• • • • • • • •••• • • • • • • • •• • • • • • •• •• • • • • • •• • • • • • • • •• • • •• • • • •••i • •k1117441 • • 1 s) Y e R0/411;) 014 Lor Nt- NOV 2 9 2006 Trp 0 BY: mem0ooemmmoemv__- - � 7 This property described as: Lots 17` and 18; Block 82 MIAMI SHORES SECTION NO. 3, . according to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. • • • • • •• • • • • • • •• • • • •••• • • • • • •• • • • • •• •• • • • • • •• •• • • • • •• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • • • •• • • • • • Maldonado, Francisco, PROPERTY OF: De Simone, Donald S. , Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch. plat or map is for rnfomtational purposes only and is not valid. 1: • • •y• • • *. •t• • •,• • .• • • • • • • • • • • • 'Q4AW3ll? ,,o r ry • • • • •• Page • • • ,,• r• , .... .., • .. .. ••• .• • .... • • ... •••/o .. ,� ...: • • • • 5 r /./ ate-p. /00/00 • ✓CO 7 X7`72 1 of 2 MERIDIAN BEARINGS, IF ANY SHOWN, BASED ON PLIANCE WITH ALL FEDERAL SUBJECT TO COM f1ULES AND RFOULATIONS STATE AND COUNTY and 1.001 N.E. 96th Street, Miami Shores, A BOUNDARY SURVEY 1 hereby certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Lajd.- Surveyors in chapter 61G17 -6 Fl ?rti a Admir jsfrative Code pyrsuant to Sgctton 47 -' •. Fla. Statut here are no ertttoac ents. ovela easements appea g on the Plat, other than as sho • ereto. Land Sur No. 10 -19 -04 "Recertified" Names, Certified To and Flood Information re ivsed . _ , ,°,- }.►14.:, f i'.24'2 Florida. LANNES and GARCIA, INC. L.B. #2098 - BEALE SMITH #5238 ENGINEERS - LAND SURVEYORS - LAND PLANNERS Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 (954) 523 -8663 DATE SCALE DRAWN BY DRWG. NO 45070 159610