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FW-19-10764-61b3lt9 - Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:06/OS/2019 Parcel Number 900 NE 100TH ST, Miami Shores, FL 33138 1132060340220 Contacts Permit NO.: FW -05-19-1076 Permit Type: Fence/Wall Work classification: Wire Fence Permit Status: Approved Expiration: 12/02/2019 RAYMOND AND DAMARIS MATEO Owner Samada Fence Inc Contractor 900 NE 100 ST, MIAMI SHORES, FL 33138 Sergio Samada Business: 9545594355 samadal@msn.com Description: CHAIN LINK FENCE GREEN 4' HIGH ALLUMINUM Valuation: $ 2,585.00 Inspection Requests: FENCE GREEN 6' HIGH r 5-762-4949 Total Sq Feet: 0.00 11 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $2.50 Wire and Wood Fence Fee $50.00 Total: $152.90 Payments Date Paid Amt Paid Total Fees $152.90 Credit Card 06/05/2019 $152.90 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and Mat all work I be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above nameg contra or to do the work)stated. Authorized Signature: Owner / Applicant / Contractor / Date June 05, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 OBUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED MAY 14 2019 FBC 2011 Master Permit No. rJ OS-- i�77f6 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -/ Q Q Al 6 / 0 0 City: Miami Shores County: Miami Dade Zip: 3 3 / 3 O I Folio/Parcel#: 13 )- 0 6 O 3 V 1 O �--�' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): hDAV'k " V" HC�- O_'*� Phone#: 3OS — '_�9 Y' SI -1 J-10 Address: to 0 fi City: 0,- QS State: PL Zip: �� I Tenant/Lessee Name: Email: CONTRACTOR: Company Name: So,-,-"' ��Q-� c'� ��Cr Phone#: /, 1_T:r5_ 731T Address: City: % CiC -I? Q "� _ State: Zip: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: �!��i� Y31 -,r Certificate of Competency #: / l 131 O 03 V 4 Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �� S • !�9 Square/Linear Footage of Work: 93' Type of Work: Addition ❑ Alteration L � New ❑ Repair//Replace ❑ Demolition D,e/s�c�ription of Work: C `�!1v f� Zn C -- /'C C7 r e ��•-,+ tQ! .:w,� 1 •x�.� lM L !rte t�'V1 61 lS 4 P L i s ztL %ee - Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $1!3 Z • 4t O Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1--� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of r_` 20J by �✓� who is personally known to me or ho has produced as identification and who did take an oath. NOTARY PUBLIC: Signatu CONTRACTOR The foregoing ins ument w acknowledged before me this 3 day o �^ 20 by is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: l Nal y ka Print: Print: e1rN16d*# Seal: �`• '� Eou: J* 1i, 2022 Seal: '" Expireed:.M11►17, 2022 ' Bonded Un Aaron Notary '� Bonded On Aaron Notary as ell?yAPPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Notice to Owner - Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before methis3 day of 20 f / . By G+-•- a �e-Cf)who is personally down to me or has produced as identification. Notary: r ' SEAL: �* ?►; CarrMr6ft * GG206M EVku:J* 17, 2022 Banded ft Aaron Notary I S. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . .. . .. . . . . .. . . . . . . . . Miameei Shores Village .... . V. ... .. ;•; ' ;Building Department .......... . 10050 N.E.2nd Avenue Miami Shores; Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL Fence Terminal Post Line Post Dimensions Terminal Rost Line Post Concrete Height (ft) Dimensions (in inches) Concrete Foundation Size (in inches) (o.d. X wall thickness) Foundation Size (diameter X depth) (o.d. X wall thickness) (diameter X depth) (in inches) in inches)--..... ` Up #0 4 2 3/8, x 0.0.42 —1, 518 x 0.04'7 —10 x24 R 8 x 24 Over 4 to 6 2 3/8 x 0.042 1 17/8 x 0.055---t - 10 x 24 8 x 24 ------ For SL 1 inch = 25.4 mm. NOTES: 1. This table is applicable only to fences with unrestricted airflow. 2. Fabric: 12'/2 gauge minimum, Black or Green. 3. Tension bands: Use one less than the height of the fence in feet evenly spaced. 4. Fabric Ties: Must minimum the same gauge of the fabric. 5. Fabric Tie Spacing on the Top Rail: Five ties betweenposts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spaced. 7. Either top rail or top tension wire shall be used. 8. Braces must be used at Terminal Posts if top tension wire is used instead of Top Rail. 9. Post Spacing: 10 foot (3m) on center maximum. 10. Post shall be embedded to within 6 inches (152 mm) from bottom of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may clear the contour of the ground by up to 5 inch (127 mm) without increasing table values to the next higher limit. NOTICE TO PROPERTIES WITH POOLS: If the fence is to meet the criteria as a pool barrier, the fence shall not be climbable and all rails must be placed facing the inside of the property. Pedestrian gates shall have self-closing and latching devices installed at the minimum of 54" above ground. For further details see Section R4501.7.1 of FBC. Rev. 10-08.151. Naranjo 2Y2"x2Y2") Posts w/Fla 1"x1"x.l Pickets 1 " TL 2500 psi Notes: All components Materials: 6063• Pickets have pr Design: 2014 FI No changes aAc - -- - __ - ---...._.........,�,......... Not designed for use as a balcony or other elevated structural `rail. Copies of this drawing without an original signature andseal of the engineer are invalid. Welded/Mechanical Aluminum Fence 72" Max. I •• • .000 Samada Fence 3.7.16 0 0 a 0 rrrrar�rrt� F.Ftq'ri. C E NSA. > 25221 . ATE OF :: William F. Flaherty, P.E. #25221 ffff"11111108 `�,� 1351 SE 4th Avenue Pompano Beach, FL 33060 Certificate of Authorization #26223 954-562-9300 _2.625" 075" 1.50IF " Dixie Cap Detail 2.830" 075" 1.705" 1 Outside Sleeve Detail Post Detail I 125" 2" • • ••• Welded Aluminum Fence & Gate ,.... • ' "' Not designed for use as a balcony rail or other raised structural barrier. . ' . , Pickets me • �' • ' see through mid rail or Top Cap Pickets are punched 075" stop at mid rail 60" Max. through top ail . .. 30p0 PSj Conc.r- . • • • Stcuctutl --► < 4" -42immil � 3"0 Top Cap' ' "' " •• •• ••. .. 1" x 2" x .125" • :• •• Tube Mid Rail �• •�• • , (optional) .090" " Channel Detail 3�":.;orA:" .I .......::.: or 3/" or 1" .060" 4, Self closing hinges - 2'/2" x 2%2" x .125" Picket Detail Tube Posts 3/"x.062"or1"x _ .060" Tube Pickets 1a2Vi 30©0'psi Conc. 12"0 x 24" for gate to 5' high, "` 14"0 x 30" over 5' Self Closing Hinge Detail 1" x 2" Rail Detail (Attach w/(4) #12 SMS screws) Optional Decorative < 4" Rings or scrolls 45" Min. I I I I I I (for pool code) . 2" x 2" x .125" I I I I I Tube Posts 12"0 x 24" for up to 5' fence height, 14"0 x 30" for over 5' to 6' tom-- 72" Max. < 2" { 3000 PSI Conc. Magna latch (for gate under 54" high) Self closing latch 18" x 18" x 1/4" Plexiglass (where Req'd) 2" x 2" x .125" Tube Frame t% *'<,_�f 3" tyP Self Closing Gate Detail (4' to 6' high max.,shop welded 3/16" all around, use 5356 filler wire) 3/"x.062"or1"x .060" Tube Pickets 11 II 11 „ 1 x 2" Bottom Channel Cast Aluminum < 4 Shoe - 3"0 x 3%" Core (Fill with Sikadure 32 hi mod epoxy with sand aggregate) (see detail below) lA Magna Latch Detail (Attach w/(4) #12 SMS screws) Notes: 1. Design: 2017 FBC, & ASCE 7-10, wind speed 75 MPH, exposure C. Max total fence height is 6' (including pressed spears). 2. All components are fillet welded 1/8" all around using 5356 filler wire. Use certified welder. UON 3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete. 4. The fences respresented hereon are not designed for use as a balcony rail or other elevated structural barrier. 5. Soil compaction around footings shall be 98% optimum density (2500 psf minimum capacity). 6. Core drilling must be a minimum of 3%2" from any concrete edge (to edge of core hole). 7. Materials: 6063-T6 aluminum fence and gate components, structural quality molded polymers or zinc coated cast fittings. 8. Pool code requires all gates to open out and be a minimum of 48" high and have no opening more than ,1/2 within 18" of latch Z 9. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor: This'engtrieer is not to be held liable or in any way responsible for the use of any inaccurate information. The contractor shall field verify all measurements and information used in this design before any changes are made to field conditions, and the fabrication and the installation of the materials. 10. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the opportunity to make any necessary adjustments to the �ieslgn prior to coost�uetlon , 11. No changes to this drawing are allowed without written authorization from`the engineer:' 12. Copies of this drawing without an original signature and seal of the engineer are invalid. 13. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, quality of workmanship, etc. 5.22.18 72" Max (to top of spear points of top of rail) IF 3000 PSI Conc. Structure Post Bottom Rail 5" x 5"#14 x'/." SMS EA MOPNTIVG �' SIDE OF CASTING Shier',. Min. 4" 3000 psi Conc. Cast Aluminum Shoe Detail ' (4) %"x 1%" embed tapcons, Min. 3" edge distance. .093" 1.814""►( 1" 1 2" Optional Channel Detail Gravity Latch (Hoover NW38204SS, attach w/(6) #12 SMS screws) Wall Castings (Attach to walls w/(2)'/," x 1'/." embed Tapcon screws) Alternate Attachment ( 2" x 2" x 3/16" angle (attach to walls w/(2) %<" x 1 Y4" embed Tapcon screws) 2" x 2" x .125" Tube Post Bottom Channel 2"x1"x.125" %,I 3' min [l*3" Core Mounting Detail ��1�►t<>EI<tt;<xtr +, No 25221 l �r STATE OF ;QJ 5/22/2018(} A. #�, <(i O R at O $$111 11 William F. Flaherty, P.E. 25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 5"x5"x7.1"x.125" corner brace < 2" { 3000 PSI Conc. Magna latch (for gate under 54" high) Self closing latch 18" x 18" x 1/4" Plexiglass (where Req'd) 2" x 2" x .125" Tube Frame t% *'<,_�f 3" tyP Self Closing Gate Detail (4' to 6' high max.,shop welded 3/16" all around, use 5356 filler wire) 3/"x.062"or1"x .060" Tube Pickets 11 II 11 „ 1 x 2" Bottom Channel Cast Aluminum < 4 Shoe - 3"0 x 3%" Core (Fill with Sikadure 32 hi mod epoxy with sand aggregate) (see detail below) lA Magna Latch Detail (Attach w/(4) #12 SMS screws) Notes: 1. Design: 2017 FBC, & ASCE 7-10, wind speed 75 MPH, exposure C. Max total fence height is 6' (including pressed spears). 2. All components are fillet welded 1/8" all around using 5356 filler wire. Use certified welder. UON 3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete. 4. The fences respresented hereon are not designed for use as a balcony rail or other elevated structural barrier. 5. Soil compaction around footings shall be 98% optimum density (2500 psf minimum capacity). 6. Core drilling must be a minimum of 3%2" from any concrete edge (to edge of core hole). 7. Materials: 6063-T6 aluminum fence and gate components, structural quality molded polymers or zinc coated cast fittings. 8. Pool code requires all gates to open out and be a minimum of 48" high and have no opening more than ,1/2 within 18" of latch Z 9. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor: This'engtrieer is not to be held liable or in any way responsible for the use of any inaccurate information. The contractor shall field verify all measurements and information used in this design before any changes are made to field conditions, and the fabrication and the installation of the materials. 10. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the opportunity to make any necessary adjustments to the �ieslgn prior to coost�uetlon , 11. No changes to this drawing are allowed without written authorization from`the engineer:' 12. Copies of this drawing without an original signature and seal of the engineer are invalid. 13. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, quality of workmanship, etc. 5.22.18 72" Max (to top of spear points of top of rail) IF 3000 PSI Conc. Structure Post Bottom Rail 5" x 5"#14 x'/." SMS EA MOPNTIVG �' SIDE OF CASTING Shier',. Min. 4" 3000 psi Conc. Cast Aluminum Shoe Detail ' (4) %"x 1%" embed tapcons, Min. 3" edge distance. .093" 1.814""►( 1" 1 2" Optional Channel Detail Gravity Latch (Hoover NW38204SS, attach w/(6) #12 SMS screws) Wall Castings (Attach to walls w/(2)'/," x 1'/." embed Tapcon screws) Alternate Attachment ( 2" x 2" x 3/16" angle (attach to walls w/(2) %<" x 1 Y4" embed Tapcon screws) 2" x 2" x .125" Tube Post Bottom Channel 2"x1"x.125" %,I 3' min [l*3" Core Mounting Detail ��1�►t<>EI<tt;<xtr +, No 25221 l �r STATE OF ;QJ 5/22/2018(} A. #�, <(i O R at O $$111 11 William F. Flaherty, P.E. 25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 FSP. IR• (Now.) 3" 156.40' (R $ M) NO (4NOFW I 90°33'47" ,ar 12 BUXW Im 30M Par. Im �F•�•'. 100th §TREET • • • (loo' TOTAL R/W ). 1240' • • • • • • • (PER PLAT) � T 156.40' (R $ M) NO (4NOFW I 90°33'47" ,ar 12 BUXW Im 18' ASPiIiALT PAVE at PARKWAY LQr aLacrc raP Fly. Ur (Non)j LOT WT 10 9 Or m I auxx txr j 4' C.L.F. 1.00' LOCATION -SIDE SCME: NTc j�© N.B. ;'4AQ 13 44 C I,- h/ . o All �ApR�VFO. a�\orAs ,» Erna AV U� S 1a crn ,c 3 Edi xI TAI. EP WASP HEDGES 1p " DpNALLEYM TRASH � EiW 40 EQ Fr. j:0R '�9` j FjG� .� _/ TRIMMINGS, E -i.0 10 O �O F- ELEV m 11.50' - UNTAIN cn 18,45' b 10.00' 3 81 S y r 6—�� �0j,-� rte, 24.25 d 1 �.'. 89028'02" •a• ( 1 rry 3 0.211Y CL a I ^ 4' C.L ; :L• L• LLLL�Oy -�" .':. 30.00j 'f 56.50' (R & M) IS�AL ATO PROPERTY ADDRESS: 900 N.E 100TH ST.., MIAMI SHORES, FL. 33138. l CERTIFIED TO: RAPID TITLE SERVicE$ COMPANY, RAYMOND MATEO AND DAMARIS MATEO, OLD REPUBLIC NATIONAL TITDE`IHSURANCE COMPANY. if A •'t•'• • f .11 1]�rf �� 10 i4l b—, P_'e'�n 41R." i NOT W REVISED: ®' +11' _�¢� �bf"-----P i - µ,` "'`' y LEGAL DESCRIPTION: LOT10, 11 .& 12 I�r n�K 170 BR O S: �Y —1� OF MIAMI SHORES SECTION 8 SM. -SIDE CBS�ONCRETEBLOCKSTRUCTURE,CLF-CHAINLINKFE E,PL=PROPERTY LINE DUE-DRdINA08 UTILITY QA8JMENT, IP IROkP'3E, SUBDIVISION- F=FOUND, C=AIRCONDITIONERPAD. PIC-PRDPERTYCORNER. DIH-DRILLED HOLE, WF=WOODENFENOE RE�81D41NCfiCL-CLEAR RB=REBaRACCORDING 1O THE PLAT THEREOF AS RECORDED IN PLAT 800K 14 AT PAGE 33 UE=UTI CASEMENT. CONC-CONCRETE SLAB. RAWRIGHT OF NqY, DE -DRAINAGE EASEMENT,. OL-C$NT6R LINE, 01!0 ANTER, TYP-TYPIC NL, M=MEAS G. R=RECORDED. ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT, NID=NAIL d DISC. BASET. FI`MOIN19H FLOOR EL4T,-)N, OF THE PUBLIC RECORDS MIAMI--DADE COUNTY, FLORIDA 0/S=0 SET, PIP-POWERPOLE,OHP=OVERHEADPOWERLOVE,WM=W4TERMETER ASOkRYW4 = ELEVATION BASED ON LOC. # 3250 z ' CONCRETE= •• . t•.• t• t v.•� •••t . :.� •,.t, '. t I ME I I PAE 1112551 I's 11 Ism-, 51 nqu�acu ��n ; MAINTENANCE& DRAINAGE EASEMENT- MBD.E. CBM# B-62 ELV. 8.65 TYPE OF SURVEY: SOUN?AFsY SURVEY SINCE 1987 S SEAJ HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNA' UFi_ thereon meets the minimum technical :requirements BLANGO SURVEYORS ING. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE I&W'T adopted by the STATE OF FLORIDA Board of Land COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.._; 5) Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes, 555 NORTH SHORE DRIVE VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIOWI There are no encroachments, overlaps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNT'(.- ;) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305) 865-1200 Emall: blancosurveyorsincOyahoo.com Fax: (305) 865-7810 INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECOM. INSTRUMENTS, IF ANY, 4FECTI NGTHIS PROPERTY. FLOOD ZONE:SUFFIX: DATE: BASE: Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited. . / Lt, R L 9 / i 1 / 09 NIA re without written consent of the signing party or parties. ADIS N. NUNEZ PANEL: 0306 COMMUNITY # 120652 ...__.,p i._.._.---•----....._...14-____3�.... . .: REGISTERED -LAND -SURVEYOR DATE: SCALE:.. DW -N. BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VA14JE OF SAID PEIPAGE STATE OF FLORIDA #5924 2/19/15 11• =30 P F I - 15-236 0 30M Par. Im (NO=) •:STEPS 1240' � T i•, POR � _ 31.59 37.at1 rn F.F. ELEV = 11,51' b 6.82'~ TWO STORY RESIOENCEl 11.9 z a: # 900 6 j 7.99 GARAGE 18' ASPiIiALT PAVE at PARKWAY LQr aLacrc raP Fly. Ur (Non)j LOT WT 10 9 Or m I auxx txr j 4' C.L.F. 1.00' LOCATION -SIDE SCME: NTc j�© N.B. ;'4AQ 13 44 C I,- h/ . o All �ApR�VFO. a�\orAs ,» Erna AV U� S 1a crn ,c 3 Edi xI TAI. EP WASP HEDGES 1p " DpNALLEYM TRASH � EiW 40 EQ Fr. j:0R '�9` j FjG� .� _/ TRIMMINGS, E -i.0 10 O �O F- ELEV m 11.50' - UNTAIN cn 18,45' b 10.00' 3 81 S y r 6—�� �0j,-� rte, 24.25 d 1 �.'. 89028'02" •a• ( 1 rry 3 0.211Y CL a I ^ 4' C.L ; :L• L• LLLL�Oy -�" .':. 30.00j 'f 56.50' (R & M) IS�AL ATO PROPERTY ADDRESS: 900 N.E 100TH ST.., MIAMI SHORES, FL. 33138. l CERTIFIED TO: RAPID TITLE SERVicE$ COMPANY, RAYMOND MATEO AND DAMARIS MATEO, OLD REPUBLIC NATIONAL TITDE`IHSURANCE COMPANY. if A •'t•'• • f .11 1]�rf �� 10 i4l b—, P_'e'�n 41R." i NOT W REVISED: ®' +11' _�¢� �bf"-----P i - µ,` "'`' y LEGAL DESCRIPTION: LOT10, 11 .& 12 I�r n�K 170 BR O S: �Y —1� OF MIAMI SHORES SECTION 8 SM. -SIDE CBS�ONCRETEBLOCKSTRUCTURE,CLF-CHAINLINKFE E,PL=PROPERTY LINE DUE-DRdINA08 UTILITY QA8JMENT, IP IROkP'3E, SUBDIVISION- F=FOUND, C=AIRCONDITIONERPAD. PIC-PRDPERTYCORNER. DIH-DRILLED HOLE, WF=WOODENFENOE RE�81D41NCfiCL-CLEAR RB=REBaRACCORDING 1O THE PLAT THEREOF AS RECORDED IN PLAT 800K 14 AT PAGE 33 UE=UTI CASEMENT. CONC-CONCRETE SLAB. RAWRIGHT OF NqY, DE -DRAINAGE EASEMENT,. OL-C$NT6R LINE, 01!0 ANTER, TYP-TYPIC NL, M=MEAS G. R=RECORDED. ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT, NID=NAIL d DISC. BASET. FI`MOIN19H FLOOR EL4T,-)N, OF THE PUBLIC RECORDS MIAMI--DADE COUNTY, FLORIDA 0/S=0 SET, PIP-POWERPOLE,OHP=OVERHEADPOWERLOVE,WM=W4TERMETER ASOkRYW4 = ELEVATION BASED ON LOC. # 3250 z ' CONCRETE= •• . t•.• t• t v.•� •••t . :.� •,.t, '. t I ME I I PAE 1112551 I's 11 Ism-, 51 nqu�acu ��n ; MAINTENANCE& DRAINAGE EASEMENT- MBD.E. CBM# B-62 ELV. 8.65 TYPE OF SURVEY: SOUN?AFsY SURVEY SINCE 1987 S SEAJ HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNA' UFi_ thereon meets the minimum technical :requirements BLANGO SURVEYORS ING. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE I&W'T adopted by the STATE OF FLORIDA Board of Land COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.._; 5) Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes, 555 NORTH SHORE DRIVE VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIOWI There are no encroachments, overlaps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNT'(.- ;) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305) 865-1200 Emall: blancosurveyorsincOyahoo.com Fax: (305) 865-7810 INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECOM. INSTRUMENTS, IF ANY, 4FECTI NGTHIS PROPERTY. FLOOD ZONE:SUFFIX: DATE: BASE: Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited. . / Lt, R L 9 / i 1 / 09 NIA re without written consent of the signing party or parties. ADIS N. NUNEZ PANEL: 0306 COMMUNITY # 120652 ...__.,p i._.._.---•----....._...14-____3�.... . .: REGISTERED -LAND -SURVEYOR DATE: SCALE:.. DW -N. BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VA14JE OF SAID PEIPAGE STATE OF FLORIDA #5924 2/19/15 11• =30 P F I - 15-236 0