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15 NE 95 St (4)P9 "A1 38" ,)0" 18'22" 0 0.00' OUNDARY SURVEY 20 I Hooky t;erfiry . 11 of B.a a w1 :arty was made under m P. r ,tie d ',,e r.Td st6slt Es 1y nwr is the mirirnn tednbY sta rts:di vs set forth by P..' FLORIDA BOARD OF LAND SURVEr ORS inCkyter9iG17-P , Fk,ridaAdml- Asti nlive ('o•e, Pus sei lo 47 CQ7, Fhrida Stables. "CTOR Y. PINERA solaria( Land Surveyor S Mapper No. 5687 State of Florida LNQI Valid without the Signature and ai sed Seal of a Florida Licensed Surveyor & Mapper) rI = 20' One Story Residence No 15 iu (3 0 F,I F.I.P 3/4" (No IUD) In F.I.P 3/4" (No I. D) Found Nail (No IUD) 0 0 0 0 40 D = 89 . '41'38" A = 39.27' R = 25.00' 5' Sidewalk 48' Pavement NE 95th STREET ( 80' TOTAL RIGHT OF WAY ) ORION SURVEYORS & MAPPERS , INC. 15036 S,W 140th TERR, MIAMI, FLORIDA 33196. (305) 232 - 1109 — 232 -4659 " LEGAL DESCRIPTION " Lots 14 and 15 in Block 5 of " Amended Plat of MIAMI SNORES SECTION No. 1 ", according to the plat thereof, as recorded in Plat Book 10 Page 70 of the Public Records of Miami - Dade County, Florida. " PROPERTY ADDRESS " 15 NE 95th Street Miami Shores, Fl 33138 " CERTIFY TO " : Carlos A. Viera. Roberto Matus, P.A. Attorney's Title Insurance Fund, Inc. Quicken Loans, its successors and /or assigns as their interest may appear. ENCRO C a.9 C L.F WF (M) (c) 019 F P. FYO S.LR LOT 13 BLOCK 5 130.00'ZOning Apt) oved c7 130.00' JOB No: 02 -05265 DATE: 5-15 -2002 NOTES -T}I9 SIRVEV DOES NOT REFLECT OR DETERMINE OWIERS(IIP. ARES SHOWN'CREIN WERE NOT ABSTRACTED FOR EASEMENTS ANDiOR MGM OF WAYS OF RECORD. .LEGAL. DESCRIPTION PRONGED BY CUENT, -BEARINGS IF SHOWN ARE BASED ON ASSUMED MERIDIAN BY PLAT OF RECORD. •IF S(raWN ELEVATIONS ARE REFERRED TO NG.V.D 1929. ENCROACI NENT CONCRETE BLOCK STRUCTURE CHAIN UN( FENCE WOOD FENCE MEASURED PLATTED CALCULATED OFFSET FOUND IRON PIPE NNE 1 DISC SET IRON ROO P.R.M P.C.P PI P.0 Dal UE 0ME P.P O.P.1 AD,R,T F I.R 1 90 "18'22' 10 ..., — Z ■ 45.10' • PERMANENT REFERENCE MONUMENT • PERMAIEM CONTROL POINT • POINT OF INTERSECTION • POINT OF CURVATURE COMMENCE • DRILL HOLE • MUTT EASEMENT • DRAINAGE MNNTENANGE EASEMENT • POWER POLE • OVEW EAD POWER LItES • ARC, DEL1A, RADIUS, INTGENT • FOUND IRON ROO SS65Q FT 89 "41'38" THIS SURVEY WAS CREATED FOR TTTLE INSURANCE PURPOSES ONLY. F.I.P 3/4" (No IUD) 0 0 0 DRAWN BY: 11.Y.P REVISED: F.I.P 3/4" (No IUD) .UTEERGROL.FO ENCROACIME4T9 NOT LOCATED. • DISTANCES ALONG BOUDARY OF SUBJECT PROPERTY ARE RECORD AFC MEASURED UNLESS OTT ER VISE STATED. - TTi3 SIRVEY WAS PREPARED FOR TIE EXCLUSIVE WE OF TIE ENTITY NAMED I EREON TIE ATTACI ED CERTIFICATION DOES NOT EXTFID TO ANY U PARTIES. THE FLOOD INSURANCE RATE MAP. DA1ED 3 -2 -94 , PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A) , DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN COMUNITY No: 120652 PANEL No: 0093 SUFFIX: J FIRM ZONE: X BASE FLOOD ELEVATION: N /A. — N -- it-- = WOOD FENCE/ x - - -IF = CHAIN LINK FENCE J a = CONCRETE BLOCK or WIRE FENCE STRUCTURE W/M ' • WATER METER F.N • FIRE HYDRANT C,B CATCH BASIN CONO• CONCRETE SM1N SIDEWALK NC • NR CONDITIONER F.F a • FINISH FLOOR ELEVAnoN P.O.B • POINT OF BEGIFNN3 NT.9 • NOT TO SCALE B.M • BENCH MARK E.O.W • EDGE bF WATER 29.12' D = 89 °41'38" A = 39.2T R = 25.00' F.I.P 3/4" (No LD) One Story Residence No 15 5' Sidewalk 8' Parkway 3' Curb & Gutter 130.00' 45.10' 9018'22" SKEPc -E Or SURVEY I 89 °41'38" ( W I -- Z u. <1 O _I ' g 1 a Q� I-- O 8 �I O' 90°18'22" • 8 40.00' " =20' F.I.P 314" (No LD) tit 0 0 0 0 F.I.P 3/4" (No I.D) Found Nail (No I.D) i3O(I IDARY SURVEY I Hereby Certify . 11 Ile stl YG. rd E:1IW We• made under my responsible the jr and 'Limit. Orly melts the minim n tech/kill d0' derds us set forth by U .' TLORIOA BOARD OF LAND SURVEYORS in Oh t c 61 , Florida AdmF ristra6re Coco, Rs al to 9ocA.)r+ 47/ 027, Florida Startles. CTOR Y. PINERA sional Land Surveyor & Mapper No. 5687 State d Ronda (Not Valid without the Sionature and • . F• •• . :n . 40 48' Pavement NE 95th STREET (80' TOTAL RIGHT OF WAY ) ORION SURVEYORS & MAPPERS , INC. 41150 S.W 140th TERR. MIAMI, FLORIDA 33196. 36 305) 232 -1109 - 232 -4659 ' LEGAL DESCRIPTION ' Lots 14 and 15 in Block 5 of " Amended Plat of MIAMI SHORES SECTION No. 1 " , according to the plat thereof, as recorded in Plat Book 10 Page 70 of the Public Records of Miami -Dade County, Florida. ' PROPER1Y ADDRESS 15 NE 95th Street Miami Shores, Fl 33138 " CERTIFY TO ' Carlos A. Viera. Roberto Matus, P.A. Attorneys Title Insurance Fund, Inc. Quicken Loans, its successors and/or assigns as their interest may appear. LOT 13 BLOCK 5 130.00' If JOB No: 02 -05265 1 DATE: 5.15 -2002 — H - --N— =WOOD FENCE ENCRO C.B.S C.L.F W.F (M) (PI o/S T.I.P. NO S.I.R 89°41'38" - DRAWN BY: H.Y.P FTEVIOCD: THIS SURVEY WAS CREATED FOR 1171E INSURANCE PURPOSES ONLY. NOTES: -THS SURVEY DOES NDT REFLECT OR DETERMINE OW!FRSNP. -A SHOWN HEREIN Y".FRE NOT ABSTRACTED FOR EASEMENTS MOTOR RIGHT OF WAYS OF RECORD. -LEGAL DESCRIPTION PROVIDED BY CLIENT. -BEJViINGS If SHOWN ARE EASED ON ASSUMED MERIDUW BY PUT Of RECORD. -IF SHOWN. ELEVATIONS ME REFERRED TO NG.V.D 1929. • ENCROAG NENT • CONCRETE BLOCK STRUCTURE • CHAIN UN( FENCE • WOOD FENCE • MEASIREO • PUTTED • CALCU.ATED • OFFSET • FOUND IRON %PE • NNE d DISC • SET !SON ROD P.R.M P.C.P Pi P.0 Dlli U.E D. E P.P O.P.L AD F.I.R PERMMENT REFERENCE MON TENT PERMANENT CONTROL POINT POINT OF INTERSECTION POINT OF CLRVATIRE COMMENCE DRILL HOLE UTIUTY C A^,EMENT DRAINAGE MAINTENANCE EASEEMENT POWER POLE OVERHEAD POWER UtES ARC. DELTA RADIUS, TANGENT FOUND IRON ROO F.I.P 3/4" (No I.D) WM F.H C.3 CONC SAN NC F.F EL P.O.B NT.S B.M E.O.W 0 F.I.P 3/4" (No I.D) - UJCERGROUD ENGROAGI VENTS NOT LOCATED. • DISTANCES ALONG BOLTEARY OF SUBJECT PROPERTY ARE RECORD ADD MEAARED ULESS 011 ERWISE STATED. - THS SURVEY WAS PREPARED FOR TIE EXCLUSIVE USE OF TIE ENTITY NAMED LU EONTIE ATTAGED CERTIFICATION DOES NOT EXTEND TO AMT LW /WED PARTIES. THE FLOOD INSURANCE RATE MAP, DATED 3-2 -94 , PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A) , DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN : COMUNITY No: 120652 PANEL No: 0093 SUFFIX: J FIRM ZONE X BASE FLOOD ELEVATION: N/A = CHAIN LINK FENCE / = CONCRETE BLOCK or WIRE FENCE STRUCTURE • WATER METER • FIRE HYDRANT • CATCH BASIN • CONCRETE • SICEWNI( • NR CONDITIONER • FINSH FLOOR ELEVATION • POINT Of BEGINNNO • NOT TO SCALE • BENCH MARK • EDGE OF WATER 0. Job OPO qg �Wtp. SCoth- .comivo Eatt.A quiPTAE.4 3onr. • ••••••■■•• .1••■•■•••••••••,•■•••7••■•••■••,•••■••...11.0•••••.••■•••• e•••••4ww .” • ■•• • 1A... SCALE: *IMO DATE: .3 -30- Ot AVEN Flir—Cow APPROVED BY: DRAWN 131 n REVISED PPD. 109i3 k3.to , 6S et. DRAW LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36 Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 M. I. S. Corporation 10221 Southwest 16t Drive Miami, Florida 33174 Project: South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILEARLIFT TES]: Ferro Residence 15 Northeast 95 Street Miami Shores, Florida Information provided by client: Permit Number: 42471 Date Completion: October 20, 1998 Roofing Contractor: M. 1. S. Corporation LG Engineering Services, Inc. Project Number: LG98 - 1065 (Testing Laboratory Certification # 95- 0607.05) C.1.V.1•1 October 26, 1998 Dear Sirs; In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter and ten (10) at the roof corner and twenty -five (25) in the field area. More than 5% of the roof tile located in the field area and more than 10% of the roof tile at the roof perimeter were physically examined. Based on our test results, we conclude that t he installation of the roof tile at the above referenced project sleets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for you review LG Engineering Services, Inc. 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; LG Engineering Services, Inc. T1L &LPLIFLTEST Ferro Residence 15 Northeast 95 Street Miami Shores, Florida Mohtfnad Sonny Salleh, P.E. Project Manager Test Number 'Pest Load (lbf) Test Status 1C 35 Pass 2C 35 Pass 3C 35 Pass 4C 35 Pass 5C 35 Pass 6C 35 Pass 7C 35 Pass 8C 35 Pass 9C 35 Pass 10C 35 Pass 11P 35 Pass 12P 35 Pass 13P 35 Pass 14P 35 Pass 15P 35 Pass 16P 35 Pass 17P 35 Pass 18P 35 Pass 19P 35 Pass 20P 35 Pass 21F 35 Pass 22F 35 Pass 23F 35 Pass Report of TILE UPL1F r TEST for Ferro Residence 15 Northeast 95 Street Miami Shores, Florida Permit Number: 42471 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit Number: 42471 , Page 1 lest Number 'Pest Load (lbf) Test Status 24F 35 Pass 25F 35 Pass 26F 35 Pass 27F 35 Pass 28F 35 Pass 29F 35 Pass 30F 35 Pass 31F 35 Pass 32F 35 Pass 33F 35 Pass 34F 35 Pass 35F 35 Pass 36F 35 Pass 37F 35 Pass 38F 35 Pass 39F 35 Pass 40F 35 Pass 41F 35 Pass 42F 35 Pass 43F 35 Pass 44F 35 Pass 45F 35 Pass Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. -- Tile Uplift Test Result -- Penn t Number: 42471 , Page 2 North Approximate Test Location LG Engineeling Services, Inc Tile Uplift Test Result -- Permit Number: 42471 , Page i{. i ) to ?' 1 ettyli.%. -1 Af,0 4d0f' r s''ste�1 thV?Ci•C0414. 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