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BPP-19-15065pp-blqW 19 40 1 50(O - -A Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: BPP-07-19-1506 (� Permit Type: Pools/Whirlpools/Hot Tubs � I Work Classification: New Permit Status: Approved Issue Date: 08/29/2019 Expiration: 02/24/2020 Location Address Parcel Number 1296 NE 99TH ST, Miami Shores, FL 33138 1132050090140 Contacts FELIPE VISSER Owner KISO POOLS LLC Contractor 1296 NE 99 ST HIROKI KVRENUMA Business: 3057937279 INFO@VCLOSETS.COM Business: 3052985343 LANAE@KISOGROUP.COM Mobile: 7867175003 Description: NEW SWIMMING POOL Valuation: $ 43,000.00 Ins ection Requests: 305-762-4949 TotaISq Feet: 400.00 Fees Amount Application Fee - Other $200.00 CCF $25.80 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $19.35 DCA Fee $12.90 Education Surcharge $8.60 Permit Fee $1,090.00 Planning and Zoning Review Fee $35.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $32.25 Total: $1,575.90 Payments Date Paid Amt Paid Total Fees $1,575.90 Credit Card 08/28/2019 $1,375.90 Credit Card 07/01/2019 $200.00 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 AFF A IT- I certify t II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin con r do and zonin . Futhe more, I authorize the above named contractor to do the work stated. 'RIZO 1P Authoriz d Signat e: O er / Applicant / Contractor / Agent D to August 28, 2019 Page 2 of 2 ��ON dkV BUILDING 0\ 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 PERMIT APPLICATION 0BUILDING ❑ ELECTRIC ❑ ROOFING RILL-" ?Eb JUL 01 1019 �FBCC 20 V� Master Permit No. "-19 (Sb'('C� REVISION Sub Permit No ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: ❑ EXTENSION RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Folio/Parcel#: 3ZC6 -yl L4 0 Is the Building Historically Designated: Yes NO _ Occupancy Type.� Load: Construction Type: Flood Zone: BFE: FFE: f"'`Y'' F� S 7 72 �q OWNER: Name (Fee Simple Titleholder): Phone#: Address: City: M1 State: Ft- Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company �N7ame Address: Z W 7, - City: sy%1 Qualifier Name: 711�yyl�a L'ui Phone#: ,SL') 32- &T FL e#: p: State Certification or Registration #: CP6N�%' 32,/S_ Certificate of Competency #: DESIGNER: Architect/Engineer: V' !Y U 1 �iT Phone#: Wa 42-3 Address: City: State: Zip: Value of Work for this Permit: $3Square/Linear Footage of Work: Type of Work: ❑ Addition ill Alteration ❑ New ❑ Repair/Replace ❑ Demolition J�� ) Description of Work: LA) \m m VgQ Specify color of color thru tile: Submittal Fee $ ""`;'• OR' Permit Fee $ d �V CCF $ G'-: 'yt) CO/CC $ U w Scanning Fee $ ( G W Radon Fee $ (� ' �7�1 DBPR/$ ( l 3S Notary $ Technology Fee $ 32-, 7-5 Training/Education Fee $y 'y Double Fee $ Jo Structural Reviews $ , M 7' Bond $ �� U � 03 I•'a :?::,, 35, CA) TOTAL FEE NOW DUE $ j 3--4 ✓ 7 C) (Revised02/24/2014) I ) &� s .90 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. X Signature xko�� A�,e OWNER or AGENT The foregoing instrument was acknowledged before me this I— day of 20� by FYAi o l,ss, u� who is personally known to me or who has produced identification and who did take an oath. NOTARY Sign: Print: SeaLANAEJAMES ' MY COMMISSION # GG 17f3t) I's EXPIRES: March 2, 2' 1t'1 "'•'fOffir Baled ThN Nosy Publk Ur ier APPROVED BY Signature CONTRA OR The fo�egoing instrume0twas acknowledged befor� a this day of 20, by who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: .- MY COMMISSION # GG 178019 �'• 'o Bonded EXPIRES: March 2, 2022y S7rE,OF FI.�P •` Ihru NotaryfW6c Undewitera as Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS;AND PROFES CONSTE THE COMMERCIAL PROVI: I'19, CONTkAtTOR:,H0 :HAP7rE 489 FLO'I ZONAL REGULATION P60' vS:LX, - - r' G BOARD ERTIFIED UNDER THE EXPIRATION,-D.-ATE- AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com U 0� 0 Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. � Cr bor 11 11 o04aca 'Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY LBT - 1 7121502 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES 1 KISO GROUP LLC RENEWAL SEPTEMBER 30, 2019 250 CATALONIA AVE STE 700 7399074 Must be displayed at place of business ' CORAL GABLES FL 33134 Pursuant to Courty Code Chapter 8A - Art. 9 & 10 ti -- OWNER 'I SEC. TYPE OF BUSINESS' PAYMENT RECEIVED KISO GROUP LLC 196• GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR C/O HIROKI KURENUMA QUALIFIER CGC1520519 $45.00 07/18/2018 Worker(s) 1 CREDITCARD-18455142 r This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license 1 permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws andrequiremams which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec tia-276. For mots Information, visit bnhyy,Inlagtidadg,gpyAaxcoIIecttr ` 004M Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 7156602, LBT 1 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES 1 KISO POOLS LLC RENEWAL SEPTEMBER 30, 2019 250 CATALONIA AVE STE 700 7433443 Must be displdyeo at piece of business CORAL GABLES FL 33134 pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER I SEC. TYPE OF BUSINESS KISO POOLS LLC 196 SPECIALTY PLUM3'NG CONTRACTOR PAYMENT RECEIVED C/O HIROKI KURENUMA QUALIFIER CPC1458:It28 'BY TAX COLLECTOR $45.00 07/18/2018 Worker(s) 1 CREDITCARD-18-055142 ~ ` I 1k r Jhis Local Business Tax Receipt only confirms pay' ment of the Local Business Tax. The Receipt is not a license'," permit or a certification of the holder's qualifications, to do business. Holder must comply with arty governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8e-276. For more information, visit www.miamidede.aov •s olle ter ACOR" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 7/1 /2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC. ID: (TLR) c/o TLR of Bonita, Inc 700 Central Ave, Suite 500 St. Petersburg, FL 33701 CON NAME CT Workers'Comp Department PHONE FAX 727-520-7676 x 3 AC.No): 727-525-3862 ADDRESS: certs@encorehr.com INSURERS AFFORDING COVERAGE NAIC N INSURERA: SUNZ Insurance Company 34762 INSURED TLR of Bonita, Inc INSURER B : EnteTriseHR INSURER C INSURERD: 700 Central Avenue Suite 500 St. Petersburg FL 33701 INSURERE: INSURER F : UUVtKALitJ (:FRTIFI[=oTF NIIMRFR• A0749nlA DCVICIAN KIIIRADCD. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL BR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREMISES Ea occurrence $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT F7 LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident ( ) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ UMBRELLALIA13 HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB DIED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N OFFICE /MEMB R/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EMBER EXCLUDED? N /A WC016-00001-019 6/1/2019 6/1/2020 PER orH- ✓ STATUTE OR E.L. EACH ACCIDENT $ 1 000 000.00 E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $1.000.000.00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Coverage Provided for all leased employees but not subcontractors of: Kiso Group LLC Client Effective: 1/27/2016 CGC1520519 CPC1458328 VQm I Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE-, Rick Leonard ACORD 25 (2016/03) U IVUB-ZU15 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 49715014 1 TLR of Bonita, Inc PEO 016 MASTER CERT I Evia Rutkis 1 7/1/2019 9:52:46 AM (EDT) I Page 1 of 1 ACORO® `� CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 07/01/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: David Gil Gil & Associates Insurance AICNNo >n : (305) 279-7665 AAic No): (305) 279-9705 9485 S.w 72 St Suite A-120 E-MAIL g ADDRESS: d itGg Ilinsurance.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Colony Insurance Company 39993 Miami FL 33173 INSURED INSURER B : Progressive American 24252 INSURER C : Kiso Group, LLC dba Kiso Pools, LLC INSURER D : 7460 NW 8TH STREET INSURER E : INSURER F : Miami FL 33126 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY LTR TYPE OF INSURANCE L INSD R POLICY NUMBER EFF MMIDD/YYYY) POLICY EXP (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE X OCCUR _Ma 101 GL0111314-00 I 11/07/2018 11/07/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RERTEU- PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY ❑ JECOT- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS NON -OWNED HIREDAUTOS AUTOS 08451889-0 12/12/2018 12/12/2019 COMBINED IN LE LIMIT Ea accident $ 100,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace Is required) CGC1520519 CPC1458328 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores k;ANtrtLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD MAP OF BOZJNDARY SZTIUVEY (0 NORTH SCALE: 1 20' n CJ NO _ D O F.I.P. 112' ` �� NO CAP o G F1 � 0 rI I i 7 � O Z • � 1 T U: I c r z n - �1. mLi �I 0.20 C z 'y D rT' � ki jj( ti lU REMAINDER OF L j LOT-2 Co BLOCK - 2 r 3 h NE 99tfi STR��T .0 TOTAL RIGHT-OF-WAY 21'ASPWL'T PVMT. • e 19.0' PINY .y 100.00, ` 16.0' 1 A 44 SCONC + O i DRIVE a. O b N si I � • •'h i ..i4 •' •,� S • 4 • i R i 4 1 3' 21.40' v TI (0 `_L R 9' _L 7.85' .9.501. W OD S PS .3' 1 6.0' (O • CONC 1.60' EAST15'OF 47 LOT-2 BLOCK-2 0 v I . w z J --- 0.25' � F.I.P. 112' _-- NOCAP -- LOT -17 BLOCK —o 5'W.F. -� O O M . I FLP. V2' NO CAP R, 9 1 OIOJ O- 34.10' •CONC O m 38.50' n 15.10 24.40' 0.50' b o 0.90, ONE STORY `o a RES. # 1296 1 o.so' Lo l.L '� 5.2' TILE O� STEP 0) 13.5' 13.65' 0 14.00' Iri ®P/E o i� to aii POOL r1 I . 10.0' iI - - TILE ` 7 io —L6 --- 0.70 II. r5'U.E-- 30001 LOT-1 BLOCK-2 16.0' ---- 100_00' 5'U.E_j-- LOT- 18 BLOCK-2 F.I.P. 112" I — — — -iD NO CAP LEGEND CERTIFICATE OF AUTHORIZATION j LB-8323 ABBREVIATIONS: survey Pros, n C. A = ARC DISTANCE AC = AIR CONDITIONER PAD 5966 S. DIXIE HIGHWAY SUITE 300, MIAMI, FL. 33143 BCR = BROWARD COUNTY RECORDS Tel: 305.767.6802 BLDG = BUILDING BM= BENCH MARK www.survey-pros -com BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO (C) = CALCULATED C&G = CURB & GUTTER CLF = CHAIN LINK FENCE COL = COLUMN 0000 D.E. = DRAINAGE EASEMENT • • D.M.E. = DRAINAGE & MAINTENANCE • • 0000 • • • • • EASEMENT. • • • • D/W = DRIVEWAY • • • • • EB = ELECTRIC BOX �� • • • • • • • ENC. = ENCROACHMENT ,f. t • • • • • • • • • • • • EP = EDGE OF PAVEMENT ( + • EW = EDGE OF WATER l 1 • • • • • • • • • FDH = FOUND DRILL HOLE • • • • • FF = FINISHED FLOOR ELEVATION • • • • • • • }'11 • • • • • • • • FIP = FOUND IRON PIPE (NO ID) ' - i + • • • • • • • • • FIR = FOUND IRON ROD (NO ID) i` '.T } • • FN = FOUND NAIL (NO ID) 1 • • • • • • • • • • • • • • FPL = FLORIDA POWER & LIGHT • • • TRANSFORMER PAD • • • • • • • • • • • • • L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT : • • : • : • • (M) = MEASURED • • • • • • • • • MDCR = MIAMI-DADE COUNTY RECORDS • • • MH = MAN HOLE • • • • • • • ML = MONUMENT LINE • • • (P) = PLAT PROPERTY ADDRESS: • • • • • • • • • • PB = PLAT BOOK 1296 NE 99TH STREET, MIAMI SHORES, FL. 33138 • • PC = POINT OF CURVATURE • • • • PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG PAGE LEGAL DESCRIPTION: = PI = PDINT OF INTERSECTION LOT 1 AND THE EAST 25 FEET OF LOT 2. BLOCK 2, OF EARLETON SHORES, PL = PLANER ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 80, OF POB = POINT OF BEGINNING THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT FLOOD ZONE INFORMATION: PT - POINT OF TANGENCY — R - RADIUS DISTANCE BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY (R) = RECORD MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX MAP REVISED ON 09/11/09 R/W = RIGHT-OF-WAY THE GRAPHICALLY DEPICTED BUILD;NG(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN RES = RESIDENCE ZONE AL BASE FLOOD ELEVATION 9- COMMUNITY NAME & NUMBER VILLAGE OF MIAMI SIP = SIP LB#8023 SHORES 120652 MAP & PANEL NUMBER 12086CO306 SUFFIX L SNO = SET NAIL & DISK LB#8023 STL = SURVEY TIE LINE SWK = SIDEWALK = TYPICAL UB UTILITY BOX SURVEYOR'S NOTES: UB = UT =UTILITY EASEMENT 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM W/F = WOOD FENCE (NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND SYMBOLS: UTILITIES UNLESS OTHERWISE NOTED. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO = TELEPHONE RISER MATTERS OF INTEREST BY OTHER PARTIES. SUCH AS EASEMENTS, RIGHTS OF WAYS, © = CABLE TV RISER RESERVATIONS, ETC. ONLY PLATED EASEMENTS ARE SHOWN ® = WATER METER 4, THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED X 0.00 = ELEVATION HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF 00• = ORIGINAL LOT DISTANCE THIS FIRM. ( ) 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LBk 8023. 0 = CENTRAL ANGLE 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL = CENTER LINE DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 7. FENCE OWNERSHIP IS NOT DETERMINED. WV 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE = WATER VALVE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED W9THOUT WRITTEN CONSENT OF = CURB INLET THE SIGNING PARTY(IES). Y�D=FIRE HYDRANT CERTIFIED TO: = LIGHT POLE FELIPE VISSER (R WILLIAM LLOYD E] = CATCH BASIN = UTILITY POLE pO = DRAINAGE MANHOLE Q = SEWER MANHOLE IRON FENCE WOOD FENCE CHAIN LINK FENCE OVERHEAD UTILITY ��LLWIRE •��•4•,IU LLL � Z ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: DATE of ORIGINAL I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS FIELD WORK: 0111012020 RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE -FLORIDA STATE 'BOARD OF SURVEYORS AND MAPPERS -IN CHAPTER 5J-T7 FLORIDA ADMINISTRATIVE JOB,f..20014810 CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE DRAWN BY NICK AUTHENTIC COPIES THIS SEAL /`�/�y/ %�/ 7/ CAD FILE: WSSER 1 SURVEY SHALL BEARAR THE ORIGINAL SIGNATURE AND SHEET 1 OF RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 oe i, QNCR�F�SU1B DEIGN - Two -war anallY;>s Reference — ACI 318 and Design Handbook 10" POOL SLAB Span (ft) Min'h' ((/30 per AC1 9.5) (in) Depth used (in) Cover (in) Effective "d" fl. (psi) 7•00 2.80 10.00 3.00 7.00 5000 DISTRIBUTED LOAD Slab DL = 150 * t (plf) 125.00 Pool water depth (ft) 4.67 Water SDL (plf) 291.41 Total DL (plf) 416.41 w. =1.1DL (plf) 1 499.69 HYDROSTATIC UPLIFT I Slab DL = 150 * t (plf) 125.00 Max Hydrostatic water pressure (plf) 1 291.41 Total Load onto slab w„ =1.1DL (plf) -199.69 NOT CRITICAL, BENDING M„ = w„ * 121 8 (k-ft) 3.06 K„ = M„ * 12000 / w * d2 62.46 rho (from tables) 0.0020 N,= rho * w * d (in 2) 0.17 SLAB REINFORCEMENT _ Transverse bars (top layer) #4 0 10" o.c. (A'.=0.241n2/ft) Longitudinal bars (lowest layer) #4 0 12" o.c. (A'.=0.24 In2/ft) LOAD ON PILE (TONS) Pile spacing (ft) 5.00 Dead load compression 7.29 Hydrostatic uplift tension 5.10 Project: VISSER RESIDENCE 1296 NE 99TH STREET MIAMI, FL 33138 RE: Pool structural calculations Engineer: Zakary Lata, P.E. P.E. # 79443 C: 305-608-4583 * : N 443 ST T . :O ; OF o ��' N A L . ••..•. .• . ...... •.•• . .•••. •••••. ••.. •••.. •. •. .. • •...•. • • • . • ....•. Project: Reference - ACI 318 and Design Handbook VISSER RESIDENCE 1296 NE 99TH STREET MIAMI, FL 33138 RM Thickness'h' (in) Cover (in) Effective "d" fr(psi) �Alidtli of pbe'ci (in) (helical pile diameter) 1 Width of pile'c; in) helical pile diameter Width of slab'L' (in) Length of slab'Er (in) FLEXURAL SHEAR Distance of critical section from edge of slab 'x' (ft) Factored shear force at this section V„=%*B*x(lb) Strength reduction factor for shear'(' (ACI sec. 9.3) Flexural shear capacity of slab mVc = 2 * ( * B * d * N/fc (lb) (ACI Eq. 11-3) CHECK PUNCHING SHEAR pc = long side to short side = c2 / c, ba = 2 * (c, + c2) + 4 * d (in) Punching shear rapacity of slab mVc = (2 + 4 / OJ * ( * bo * d * % fc (lb) (ACI Eq. 11-33) CHECK against limiting factor below: Which must be 5 4 * ba * d * /fc (lb) (ACI Eq. 11-35) CHECK Hence, punching shear capacity of slab limited to (/b) Actual Axial Load from slab & water (lb) CHECK 10' POOL SLAB 10.00 3.00 7.00 5000 8 8 84 60 2.58 6454.32 0.75 44547.73 OK 1.0 60.0 133643.18 NO GOOD 89095.45 GOVERNS 89095.45 16334.85 OK RE: Pool structural calculations Engineer: Zakary Lata, P.E. P.E. # 79443 C: 305-608-4583 Miami Shores Village Building Department 10050 NE 2nd Ave. onto Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Bodax Foundations to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 1296 NE 99 St., Mia" 6hores project on the below listed structure as of 8/1 /19 (date). I am a registered: �' • • • arch ltect/professlonal engineer licensed in the State of Florida, • • • • • • Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. _, thep r 1 t t e5-J('- • •••••� • • • • • • • • • • • • •••• •••••• •••• .. .. •• • . . 00 • • • Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I, Ed Cueto 2. Yassel Arce 3. Juan Carlos Morales 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections pe,iR�tty�jj department. Further, upon completion of work tinder each Building Permit, I will su1 �]i� 4gspector at the time of the final inspection the completed inspection log form anQo.plc�0146telpyojecVjutlined aetBtCrnept; '�tjng that, to the best of my knowledge, belief and professional judgmen above meet the inte7ngineerl to ' %1 Code and arc in subigntie accordance with tha,appt'$val plans. 0.51481 z Acclitec� / 14Sig d and Scaled% -o • OF ; � � Date: FLORI�P .•� SSION A� �` Name Waseem Quadri, P.E. & S.I. #51481 Print Address 1950 W. 84 Street, Hialeah, FL 33014 11ng ((iT American Testing Materials Engineering, LLC TESTING LABORATORIES -ENGINEERING -INSPECTION SERVICES -DRILLING ENVIRONMENTAL SERVICES. 1950 West 84t" street, Hialeah, Florida 33014 / Phone: 305-646-1888/ Fax: 305-646-1887 June 7, 2016 . .... ss.ese Monica Filpo " • ' 1296 NE. 99th Street Miami Shores, Florida 33138 Goes s e . e •..e.. .... . ..... . ...... .... ..... o• .o .. . ...... RE: Subsurface investigation for Single family Residence pool and extension garage. e e e . Located at 1296 NE. 99 Street, Miami Shores, Florida . • . . . ...... . Dear Ms.Filpo: s ' 0 a Pursuant to your authorization, American Testing Materials Engineering, LLC. (ATM Engineering), conducted a subsurface investigation at the above referenced project. The investigation was performed on June 7, 2016. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing at the proposed site location. To achieve the desired objective two (2) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1586. A two (2) feet long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 lb. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for a one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non -cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and.the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five (5) feet ten (10) inches, below the existing surface (see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water run-off and other, specific factors related to the site in question. 1IPage taunp (OT�% American Testing Materials Engineering, LLC TESTING LABORATORIES -ENGINEERING -INSPECTION SERVICES -DRILLING ENVIRONMENTAL SERVICES. 1950 West 84th street, Hialeah, Florida 33014 / Phone: 305-646-1888/ Fax: 305-646-1887 June 7, 2016 Monica Filpo . . .... ...... FOUNDATION RECOMMENDATIONS: •• •• • ...... ... ...... Based on the sub -surface conditions encountered AMERICAN TESTING MATERIALS MI RINQ, Ltd. have: • • • • evaluated a number of foundation systems for providing support to the proposed structure. 8pw�31•consiva#Chf in the,.... analysis was given to the following: ...... .... ..:..' 1. The presence of layers of very loose silt and organic material of varied thickness, Wi;;:nakes thLt site less •, appropriate for construction using regular spread footings and single column pads at the existing grade.:. """ 66 . . ...... 2. Length to width ratio of the proposed structure with special emphasis on differential settlement." Column spacing. 3. The coastal location of the property. Given the above, the following foundation systems were selected. ALTERNATIVE I: AUGERCAST (Pressure grouted) PILES: Augercast (pressure grouted) piles are a feasible foundation alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The relationship obtained is as follows: Size Dia.. Proposed Length ft Lateral Load Tensile Capacity Compressive Bearing Ca aci Remarks 14" 29' 2 tons 15 tons 35 tons Large volumes, possibly up to twice (or more) of the theoretical pile volume, may be required for proper auger cast pile installation. A minimum of three (3) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. ALTERNATIVE II: TYPE B HELIX PIER; HELICAL PILES: Helical piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Size Dia. Proposed Length Ft. Tension Capacity Compressive Bearing Capacity Type B. Pier 3.5" 29' 5 Tons 15 Tons 2 1 P a g c Z.-Nn42, American Testing Materials Engineering, LLC TESTING LABORATORIES -ENGINEERING -INSPECTION SERVICES -DRILLING ENVIRONMENTAL SERVICES. 1950 West 84th street, Hialeah, Florida 33014 / Phone: 305-646-1888/ Fax: 305-646-1887 June 7, 2016 Monica Filpo ALTERNATIVE II: TYPE B HELIX PIER: HELICAL PILES (con't):•.... • ; • • • • • ...... .... A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations im"ifyotFiee opd � to ver accordance with the relevant local and state requirements. ; • •; •; • CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, AMERICAN TESTING MATERIALS ENGINEERING, LLC., is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Monica Filpo. The conclusions provided by AMERICAN TESTING MATERIALS ENGINEERING, LLC. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, 00%%%till 11����// .... QQ aseem Quidr ; P.I$p, �.. 4&1 Special Inspedfo' ;ThreE V ildings President American Te;- JVIa�1r� ngit,CrAg, L.L.C. WQ/bm-monicafilpo��trsi7o�'``` NAL E r 31Pagc "�rFlfrfp AMERICAN TESTING MATERIALS ENGINEERING, LLC. Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services 1950 West 84th Street, Hialeah FL 33014 -Phone: 954-587-2479 Fax: 954-791-6998 SOIL BORING LOG CLIENT Monica Filpo Order No .. J.6-0135 ADDRESS 1296 NE. 99th Street, Miami Shores, Florida 33138 Report No. '....' 1 ... PROJECT SFR. New pool and extension Garage. Boring No. B-1 ADDRESS 1296 NE. 99th Street, Miami Shores, Florida 33138 ••D to -6A7120iry9• LOCATION North east side of the house for pool. •OtMrer • AL ;�• LATITUDE LONGITUDE ar ......JP Depth (feet) 1 DESCRIPTION OF MATERIALS 0'-to-6" Top soil with vegetation. 6" to 2' Lime rock with grayish brown fine to medium sand. Sample NO 0' - 2' me' bTdwSdn sx'ifti��r: ... • • '• •.. • "N" • Curve•• ro ao w 45651111 • • • : •' . • ' • 2 2 1• 3 2'-to-4' Brown fine to medium sand with lime rock. 2'-4- 18 17 33 4 16 14 5 IV9 4'-to-8' Dark gray very silty sand with roots (very loose) 4'-6- 8 7 16 6 g 7 6'-8' 1 1 1 8 0 1 9 8'-to- 10' Gray fine to medium sand with lime rock. 8'- 10' 4 8 20 10 12 16 11 13' to-15' lime rock with light brown fine to medium sand. 10'- 12' 12 13 13'-15' 10 16 28 14 12 14 15 16 18'-to-20' lime rock with light brown fine to medium sand. 17 16'- 18' 18 19 18'- 20' 19 18 36 20 18 24 21 23'-to-25' Lime rock with light gray silty sand. 22 23 23-25' 24 1 28 51 24 23 1 28 25 26 28'-to-30' Gray fine to medium sand with light gray fine to medium sand & traces of sand stone. End of boring @ 30' 27 28 29 28 30 38 38 %% ;j3 011111111/ T 30 Water Level: Sample Type At Date: ('W) 5'-10" Split Spoon (SS) 6/7/2016 Respectfully $ bmjdeclVXGEIVT o, 51481 Waseem Quadi & �5 81 :• Threshold Bui1Ao: ecjQj Inspe�lor As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for extract from or regarding our reports is reserved pending our written approval. or 3M ��•`"'� AMERICAN TESTING MATERIALS ENGINEERING, LLC. TO, ;;, Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services 1950 West 84th Street, Hialeah FL 33014 - Phone: 954-587-2479 Fax: 954-791-6998 SOIL BORING LOG CLIENT Monica Filpo Order No ••d46-0135 ADDRESS 1296 NE. 99th Street, Miami Shores, Florida 33138 Report No. '*so 9' 1 ••• PROJECT SFR. New pool and extension Garage. Boring No. •• -2 ADDRESS 1296 NE. 99th Street, Miami Shores, Florida 33138 •vow ••6 7 20113" LOCATION North west side of the house for extension of garage. AL .,. LATITUDE I LONGITUDE a er ••••••JP Depth (feet) 1 DESCRIPTION OF MATERIALS Soil Boring from 0' to . 0'-to-6" Top soil with vegetation. 6" to 2' Lime rock with grayish brown fine to medium sand. Sample No. 0' - 2' Ic bTaws�an .. • • • 9amp'ere "f�j1'• . N • • • Curve 0 30 30 4 • •S • :1 • • • • •• • 2 6 7 3 2'-to-5' Dark gray fine to medium sand with lime rock. 2'-4- 5 4 8 4 4 4 5 4'-6- 1 - 1 1 2 6 5'-to-7' Dark gray very silty sand (very loose). 1 7 6--8- 1 1 11 8 7'-to-10' Gray fine to fine to medium sand with traces of shell fragments. 10 8 9 8' - 10' 7 6 15 10 9 10 11 13' to-15' lime rock with brown fine to medium sand. 10'- 12' 12 13 13'-15' 12 14 30 14 16 17 15 16 18'-to-20' lime rock with light gray silica sand & shell fragments. 17 16'- 18' -- — 18 19 18'- 20' 17 16 34 20 18 18 21 23'-to-25'Gray silica sand and shell fragments. 22 23 23-25' 19 14 30 24 16 18 25 26 28'-to-30' Lime rock with light gray fine to medium sand. End of boring @ 30' 27 111i11 / I 28 29 28-30- 25 3�\\ C, ..ro 30 35 �\��18 Water Level: ('V) 5'-10" Respectfully suj�rj nitt-bd,No• 51481 ' Sample Type: Split Spoon (SS) At Date: 6/7/2016 Waseem Quadri, Threshold Building - As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatio (/4 t 111c `{pllbns or extract from or regarding our reports is reserved pending our written approval. ;/f 11111111 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned l is/are the fee simple owner(s) of the following described roperty situated and being in Miami Shores Village, Florida: Address: �2 -I t0 N 6 9q S4 P:ga Whereas, the undersigned owner(s) F;c't pt, y I k !L. desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. Ill. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns a m�ay�onnlyy bereleasedby Miami Shores Village, or its successors, in accordance of said Village then in ffeIV OWNER SIGN & PRINT OWNER SION&PRINT •• I Hereby Certify that on this day personalty appeared before me F�A• • � � • • 0 and has produced ID # as identification and h /she acknowledge that he/s ep�n executed the foregoing, freely and voluntarily, for purposes there in expressed. . ... ... . . . SWORN TO AND SUBSCRIBED before me on this _day of •' : ,0 • . • LANAE,AMESG 178MlCOMMISSION # G .2022 ;' A B IC SSA F LCIRID1RES:March 2 (Revised 05/2209 Bonded TbruNotyaubkvA: ' ' . .... . . . .. .. ... . . .... . Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) ac�C�p%*d a tha a ne}pi� irrµP pool, spa or hot tub will be constructed or installed at 111LL !-� Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that complies with ASTM F13 6-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.0132 or,F,ection 775.083 F.S . This form must be signed by the o ner/a ent and th prime contract CO RACTO S S19RATURE AND DATE OWNER'S SIGNAJORE,AM ATE•• ••� R'S NA LEASE PRINT) 0 NE AW rPL14SE P RITJ : :•: • I GG 17 19#E2S I AGO,i '1J7:8it010.GEVIRES: rch2,V22 M BondedttwNo�1P" Ex c:• ,vl 1� •:• • •••• • • Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date Zo Ig Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as • ,located at 12,67W, �� i111 33IN In accordance with Section 33-12(t?, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. _ rWe Legal OwnerV• .:: •" • . • • • • Y• ••• •• • • • •• Note: This certification is to be submitted with a swimming pool permit application irk duplicale. see 0:• . • .. • Y . . . • • . . .... . . .... . a APPLIED RESEARCH LABORATORIES ® 5371 N.W.161st Street *Miami, Florida 33014 Phone (305) 524 - 43W • Fax (306) 624 - 3052 to Emal ARLTEST41aol.com L/N 30511 f0 rrrCnret � R� � Please Mad WM of the onkre Irrtsaaoen manual before you begs. Installing the Plates Place the ata;raeaa att»l photos arourw rue pad not leas then W horn the eats frp Y. Ill you must W uses than 1 a- from the edge, poet the MER9999W r+x). Sere-d firm w that enay w dMDuYd •vruo.nt apaarp a aua,t zr. wail area paw for YYr1111f b aYOW hoard b•readh pthcee (ardtt m trrhdefohe a mole Ot the plow ale obswead «lax on a • fiseroogr, akhpy Alec• ass per halos the toakurdlarh and era pal doer the absbunion, aterrow da aPadrhp a ate plow Isadk p up b the aapntcson Y Mom the •ern bola. b Y coos, arks atrat oa anyue teat arley troll the vrelec Drll tone 3ne' incle.whore lbe pal wr be fig Z Fix the Plate in place by Aameefing kt ore ntaa pug fig a 01,I1 the second hob ale kuad the nag plug. Choose one plate to be as Marker plate. This pats ail be umd b n%&*v4%osta as lest hook wig be Installed to ensure all hooks go Into the coned plates. When kttttetng dh• ma* plat.. slip as red coteted plastic washer under rh• nag plats to fdatk al• plate dg 4. Repeat unu at the platy are in pos'tion. Lining up the. net Opert the MI and hook loosely s Place wish to anchors using me tadgo a the het. Da rat dole the andlon Wound eY het braid of this lug•. artily hook the braid enough as onchorvC . tick. tq M rYl so man Ihe rrhatlhs �Ilocts) aro sraiph aruE as Zyp (a you hero one) la In the middle. d your pod is ractertgnlar, fly to keop at Itaat oro orWk+d nN od" hocked orao ale Pisa and anchos. This tea saw lime later 4 S. The Iyp fine (or Ines if thwo to more than one Zyp trriaur on your sell should extend out of M pool on either side. in fine wish sY tensioning Pit". Tr a loop in the one (or fines) on one side, and affix an anchor to as loop (me tine is o filled to this and" by Wripy nenrnerinp the anchor closed after hooking a to the loop. This and la mw trashed. Asadh the anchor p M bm*an an of the pteYs already in place figS. Pus on she Other end of fee tension Cora unit a is in molg ht as posseas and the pulleys about 4` span. Make a bap in the Zyp kra (do not out all Ile avoua) and hook orte of the anrtnrs In the loop. Do not dose tfu trrlwr as t may road at1)wtmartt later. kook mr a rtcltor prD?Y taack as wN, on one a the fhaarby ptalee Rp 7. At tits Polra)he flat wiI M all elackbut the Zyp tea wit ha taught r Tensioning the net Now you new 10 [vow the let by xxfty at @am hook. one al the *m and taking up OM or two blocks, tansiott NaN: MTait putktg eY roclubnod he you >�tY hook attached b 4 raUw tun puirtp the hei aver Ile hook fag a You rtkrat pus Pate hard. as me knots will kyhlon s�hq1�tlyy a you pus. y Again, try b keep one (or tool d the onglnal not e0gleltoo cl onto the hooks. Ora ody really heads to senston from two sides a your pool Ile recerhpulac Host of she tension Is knponed to late not at oft polite, 11 mar Yral0lt Is added when that edges we raedshtaa. YQan have wlon-�yaped allo extetas shod bo extiods nstufxW pulleys. The TM end Maw atw ad be a rtet tnat)uer touches the wo sewl—, you ' push wry hard with the palm of your hard about 4 bbdts Iran the pool (about the place a child will 41 it they should lad Iran the water) . In WsxVW'WsV d �Is kayf t e•pool 41 wN doo got a n the • • • • • •pWintrovpYouin •• ••e •• • • • •e • • • • •e• • Issuedl0/18/04 Page P-24 As amuuW prom*m to dMms, tine puWic and arsetvet, the convents a dos repo uW iu astocuted documenu are the tote property of Ap$W Resa og*or*cwia.lrhe. ArdYsiatUtMr pki4odon of seatwnenq conclusions or extracts from or regardng this repot is resemd pending our written approval. TNs report &Win allay to the standards Identified and to dR sam0la(s) testild •EaiWor� tpacons nods, u+odw - so specified. the test and/or inspection results are not indicaotre or representative of the quabtfas of the lot from which the sample was taken or of xppor-4 Werti.w a/ais*61NNI to er ma;W, e a 00 • • 0 0 0 00 • • _ APPLIED L/N 30511 RESEARCH LABORATORIES 5371 N.W.161st Street. Miami, Florida 33014 Phone (305) 624 -4800 * Fax (305) 624 -3052 • Emal ARLTESTQeo1.com 1 ' ;1�if7(F�17ElN 1rU1CB'a lit Binding the net It eb foltri/adlned edge of the not has to 0• uetkn•A. which It do" In moel Cases. the net mug be bond twice with new braid to replace this o will wipe. The bbl6rp 4 naeesaeryto G8 pr edge d Itr not "the riot its frW leraiM Lodz of the Dldur• sstar•rtc• b rxxbrst•rrd uts ttiMrp Proo.ss. The Get ontlnp seams #a net b•Iweert M IfbbkS and ate sacerd bir" Mbi7•e On whob MI So that it Is assa r to harldb when Deng used. Note: we use IS kwgeu d olio b nuke Ut• edging manageable, pleas• sws how to jo n Uq Welds b malts one o-o moue edge n,A "ne Rcp" fig e. Th• Flral OkmMg Hg rgfdlows a sh" are between puree, wdh gls lop Of the arc toward the pool wry to follow a grgla lido d Ins not IDIOMS to al• rwa Plata Tda a not always pose ble (*spacing, on moved soon). a you now to go daponasy across a bbcs, wrap aro Wrufng plaid Mrea tines sound dw nei braid pno•drV gb 60yaaW dotk 11Ys hers retain a tarwdh arc. A?W each pbla pull the edpo txid tauplY and knot It on ate dock irtanedab, aa•r ate glib (tab not knel gta WaiO b Vte hook. h needs b W ad• blade MMW The Second eroding rig 7 f folbwa rho Was. and tarot& sea new edpa file list tdnd 1 b the M! al •wry dolt meter. Again tab nd knot eM bfgd b etc It00k; (imply Pail ele braid lllrOt�l are t100ke) ts om�e, bloebw Va hodnDIM ON) imtoPlatesortnebraid.The har—w slawld aeike ew QInW seeion Of Fe hookW Meth• teal t Cl-- convie" no 12 Trimming the net T tra tra ng fte; aYwta�gdt�eipod •Ibrknac bawl -dbM d net hive b tali to b• IAmeud. Vp•a Tlrs• •epee Tekmtrrq b don• *Me SOWS" bon to prevent Mrs cord Dom fmft. Cut un •■cue net whh a hot sokseNq iron •bout'!. from dte edge f f2 The pfebina atsowa ate rat thing Cut As you art you will see tM aft•p• d Mrs rlel•Ittetga gg s1. ng t e Ropes .•r.a•kd,wta�at�.d�..�;yba„a,gt�4 Finishing -the net b soh sod allege i b a pour Detw••r1 yoYl exurb rW,flnl fir. Do _.: '' _ . lMunrblMdlWard.Mots3'frbmen•eM.ptdrana,arkraiq You aft" soh"ftft"pwuthat is�tad•• rleat7• dawn M arWs d lt• raps (isnbvs au rat and kban oM of Yale � aarpl • • • • • • • • tM tlllped •eats, it n aboul3':Noer YlaOA gta net h IM ester. !. _,. N tM b•pkrirtQ_ melt ae tti Iyp an• and�gt wrw• s • • • • • rap• low to whore R 4 N etas Est eta ttarsove ar eat aM:.r e+o aopinp a k wu in Yee va7it eb Zyp aeb d pl N y • • • • • igMI.VN kM •nQ whrcb b about Y, •no woA n ti Y tM- if. on thM spot arltl kook the M1f41�d •aid. ors way gg. ew ZYP iro. '- . ,. Y°" Our�d SI i • • • • • Issued10/18/04 • • • • • • • • • • • • • • • 00 Page P-25 AsamuuWprotectiontoclient,dopudicandourselves,dacomenuc(ddsreportandIts associateddoctenetoart thesokpropertydAppkadResearchlabaratowl{s,Inc r�nfir dsgt•.emgiS COnciaalons or extracts from or rgvdiq"repon is reserved pardkq our written appronl. This report: appllas taxi, to dw standrds Identified and to the 4pk(sjtestad gd(o•iespecdorvemade• Unless fdmry be sPacilled, the test andfor kupectbn resulu are not indicative or repretuwtive of the ptralities of the lot front which the sample was taken a •( apparently teantk P6, &-V pr�y � !��• • • i APPLIED RESEARCH LABORATORIES ® 5371 N.W.161 st Street *Miami, Florida 33014 Phone (305) 624 - 4800 at Fax (305) 024 - 3652 • Email ARLTESTQaWx4rn Flo 11 ti FIG 1 Z .rsy- Fe wwxhor wxvvr pate at ate opposite end a etc law. pal sue gyp kw end Ivwth •ie hYnporary hook). ee twrd ae YOU can and nvtk the "id www It nwtlwa d* plow. Abw apes 2W more tape. Fasten an anehw a Ulle Point etd mate a •mall bop (abolA IX round) the ajunk.- tlw 2Yp tiro You ehauld Duel Decade to hot* ndndw on the plate. (it should be haN to do by PWWV with Yoartwndd) You should have one plate leo. Fix Otte plate about taway It,.. law . wise*2)Vowwin owfoop.THswnallow ttyoublwokyauNwspe . mw Of PAN when you read to tarrio" or roPtaas tfle lamion. Abaft X Ilom sither alma Of to 2)V ikw, toward gn Ptlg•Ys. place • dhg d braid around aw nel and dw tero , rap•. Thha ww prw•ry aw whelon rope Iwm 1pq tIw d reach tdwlh you laoean ew Iension sg fS Itnot vw tlhat�pl0oe a twlored bwd to din Hook on dre ntykv pW (M arw rein tin rod wastwr). This wd madt the hook r tw tr-1-hooll EMS . Isoe you -place ah• net W.W fin poa. mach dw lYour ma Is now ireaNd Terms used ltw pass w ew Cathod •hap• rasa tWo with U . Out flon inPlafr Anchwe. TM atntltots an ehs baK oat akipe wire a tlot N on• - '.. - •md.The abp,Am arourd Iho tongue to on U attepe of ZYP •. -A zypli's Sad"of 10 PUMP PjWod in n 0IMS I&dng ` aneanotlwrantlategpered.ArlklwrbtaidoA�gham,.,-`��,:( oew elde a aw met goo• through ttw gvtysin ■aa .drwomffwoawreldaw bell. This raw Wwloniw. 1 - j or mow aeca•* the ro -ft drAM Thew can be up . • b42yµ1In one na. d"wKVIp an aw aft• Of aw net. ZYP fine The thick brakl going though law e�a�. ^• a • a • .. ...• Plggy back When two w4how aw hooked W%48 awplaq.eeaoelop *.' a ms otMG_.- f • "r• • . - Coping TTw etlg• btfck a eta* a to pooLhB•hkd 4.. • � e. •gantSsth• dock. ' - • � • " .P � rlwaew • • • • • • • • • • • • • • L/N 30511 Issued6187/04 a Page P 26 r Asa ttktttd Protection to diem:, the Public and our"'I"s, the tontenu Of" report and its asmia"d doctnrtems Ora the sole property a Applied ResnrCNk0*-aria4 In.It KWUlsuoattl r aedtalnaat condworu or exwKu from or reprding this report Is reserved pendn2 our written approv L This report applies only m the standards identified and m the gtmpl.�l) w•••A...tAt i 11 UNssiorherwlee specified. the test and/or impaction rtw fu we not indinrive w reprawnntive of the quakda t of the lot from wHch the sarnpla was taken a of apparertdy:dentigal ogs4nov i•adiiti OrtNart4 • • __ 0 00 00 • • 0 00 09 777 N.W. 72nd AVENUE SUITE 3025 TELEPHONE. I (305) 262-NOO J O H N I BAR RA & AS S O C. 1 INC.SURVEYNo. 12.001553 2 FAX. (305) 262-0401 LAND SURVEYORS DRAWN BY: VH SHEET No. 1 OF 2 PROPERTY ADDRESS: 1296 N.E. 99TH STREET, MIAMI SHORE, FL 33138. LEGAL DESCRIPTION: LOT 1 AND THE EAST 25 FEET OF LOT 2, IN BLOCK 2, OF EARLETON SHORES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LOCATION SKETCH NOT TO SCALE D .c« ; •aLr,(�t w,v 7 (I G 5 4 3 /3 14 2 - 9 1 r N •,, SUBJECT PROPERTY 1 1 /O I�i/ -- — —f -- - - _ 1 /2 /3 /4 /5 Ag /7 /B sr k RISrS G 7 ,..... ....•. al 9 7 G S 4 9 Z / . 1 +°. j I ♦ _ —_ � _— \\ /2 /3 /4 /5 /6' /7 /B• /9 20 A - A. A.C.. AZAMCONDITIONER PAD. A.H.. AW=DR HAAR Ir. A.H.. ALOQNOR A". A.S.. ALOQNON SEED. ASPS.. ASPRAL7. H.C.. BLOCK CORNZR. ILOG.. SDZLOrNG. H.M.. SEXCE IHAAH IY. H.C.A.. HROAD COUNTY RECORDS. IIILI BUYS Or AHARZNGS. (C) • CALCOLIrHD. C.H.. CArCR SAIZX. C.H.S.. Conchs E BLOCK SYROC79RH. C.H.M.. CONCRETE BLOCK CALL. CH . CHDRD. CEr. A. CHOAD BEARZXG. CL.. CLEAR, C.L.r.. CCAZX LZXX FMICX. C.M.H - CANAL /NIZXrxxu s HASA3MM". cow. C.P.. COIL. PIIIC/, C.S.. CORCIIHrE SLAD, C.N.- CQICREM oux D.H.- ORASMAGE CASIDOW, D.M.H.. IMAIIQQ IALZX22X KZ EASEMENTS. ORTVH . DRZVNMAY. . DLGREHS. E.r.P.. HLHCTRZC rRAN$Ji7J R PAD. HLEV.- SLA Id. ER:R.- ENC110A"MRA . F.E.- IT. HrDRAXT r.r.P.. FOUND ZRQN PIPE. T.Z.R.. /OOTD ZmW RED r. . - "EMBED rZAOR HLEVArrQN. POOR) MAIL A DISH. FT.. II , NIP.. FEDERAL IEITIONAL ZMSURANCE PAOQIAM. 'T. FCOZD XAZL. S.. SrGN (Mawr) ZX. AXI n==S AND SMACK HASDRILT. L.D. - brtlrlo•b or wtd•rlutlm L. D.ITH06 L.P.. LZQT POls, L.F.H.. LORE" 1LOGR zLmrZOX. L.M.H.- LAID PWM22 OM3 HABE•D/T. ABBREVIATION AND MEANING . MZITn'H8. O'YZL.- OrZLZ7r. !MI- MBRBOOD DzBrAACX. U.H.- V rrY iA8E�1T. M.D.C.A.- IQANR DADE COOXrY AHOCRDS D.P.. 071LZ77 POLE. M.A.. MILsLE. N.M.. RATEI AETEI. X.A.P.- XOr A PARS Dr. A. /.. ROOD PERCS. MUM . XI1rZOIAL XZ'zC 008vj"zCAL DARE. A. B.. NODD BRED. X. r.S,. Nor ro SCALE. •. R.. RUED RL1W. H-AID.- I'llm vI 0/3 . a"=T. O.X.. OVA7EXAD C - CENTER Lnw. O.A.L..IS OVEAITY D VrzLZZESS. • CE/TRAL ANGLE. O.R.S.. OFFR:ZAL ACCORDS DOGS. - A '�• O.V.S.-OVERHANG. LEGEND TYPICAL PVW.. PAYMMr. ➢L.. PLANTER. OVERRAD UTZLZTY LZMES D/L - PAOIEITY LZXE. C.1.8. . RALL (CIAO. P.C.C.. POIIIr Or CQ•OUND CURVE. �--'-'--'- C.L. r. . CSAZH LZJW 1T71[i. P.C.. POZAT Or CURVE. X.r. - ZACK rags. rr,- POZNS Or TARGXWCY. IV. 1. :WOOD PACE. POC. - POZNr Or CO NEMCDm /r. -Om . aCZBrzm HZivlrrcm. or eanQra. SURVEYOR' S NOTES: Ao.C.-a PONr RCURVE. PRr . PAAEQY. 1). i S/DM•N, BEARINGS AREREFERRED TOMASSYAID AA'MXAN BYSMD PUT PAN . P�O�rr AHFIREA;H /AOME•Qr. INTWDESCMPIIOIOFTIEPROPEM ,WF NOT THENBEARAVUSAREREFERRED P.L.B.. PROIHlJIQQL LAND BOIVEI'm. TO COUNTY, TOWN HIP MAPS, P.P.. PQwm POLE 2).THECLOSUREW THE BOUNDARYSURVEYISABOW 1:71IW Fr. P.B.S.- POOL POW ALAS 3). CERTIFICATE OF AUTHORIZATION LB 17B06 P.U.E.- P(•LZC UTILITY EAsmawr (A)- RECORD DZBTAXCH. I). NORTH BASED IN PLAT NORTH. AR.. RAIL HEAD. AEB.. AESZDM CE. R/N - RrGXr-Or-TOY. I,.. AADZUB OR HADL11L. ACE.. AAMIGE. It.AOOr OvaIBANO Eaamom. SURVEYORS CERTIFICATION. EC.. 9ECTIQN. I HEREBY CERTIFY, THAT THIS'BOUNDMY Y SURVEY" OF THE PROPERTY DESCRIBED HEREON, Err.- STV", HAS RECENTLY BEEN SURVEYED AND DRAWN UNDER AlY SUPERVISION AND COMPLIES MTN SIZE.- SZDAWALH. THEMNNIUM TECHNICAL STANDARDS AS SETFORTH BY THE FLORIN BOARD OF B. Z.P.. 8Rr ZROM PzPH PROFESSIONAL LAND SURVEYORS IN CHAPTER W-17. FLORIW Ap1YMSRNTIVE CODE 8.- SDUTN. PURSUTA 'r TO 472027. FLOR04 STATUTES 8.➢. . atltaa6D POCa " . socomm r . TAAIGER. TIR . TO NSSIP. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SUE : -OCAMINATIONS OF THEASSTR.ICTOF TITLE KILLNAVE TO BE MADE TO DETEMW ERECORDED INSIRUMENB, PANY, AFFECTING THE PROPERTY THIS SURVEYIS SUBJECT TO DEDICATIONS, LIMTATONS, RESTRICTIONS RESERVATMS CR EASEMENTS OF RECORD. -LEGAL DESCRIPTION PROVIDED BYCLIENT ORATTESTING TRLE COAPANY. . BOLNOMRY SIPRVEYMEANS A DRAMINGANO'ORA GRAPHIC REPNESENTATM OFTHE SURVEY MORN PE7b'D)wM IN THE FIELD, CODA BE ORAINRATA SHOWN SCALE AND OR NOT TO SCALE -EASEARENTS AS SIOWNARH PER PIATBOOK UNLESS OT/19BNSENOT®. THE TERM £NCROAC/RENT-MEANS VISIBLE ONAND ABOVE GROUND BJCROACMENT ARCHITECTS SHALL VERIFYZONING REGULATION& RESTRICTIONSA D SETBACKS AND THEY WILL BE RESPONSIBLE OF sLmNrrwo PLOT PLANS mm THE CORREOTOFORMATKNH FOR mm APPROVAL FORAUMIORIZATII TO AUTHORITIES INA NEW CONSTRUCTIONS UNLESS OTIIE (VISE NOTFA, MPS FORM HAS NOTAr7EAMTED TOLOCATE FOOTING ANOQR FOUNDATIONS. FENCE OWNERSHIP NOT DEIERMNED. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR THE OCCLUSIVE USE OF THE ENTITIES NAMED HEREOL THE CERTIFICATE DOES NOT EXTEND TO ANY LNPNAED PARTY. THE FNIP FLOOD AMPS NAVE DESIGNER rED THE HEREIN DESCRIBED LAND TO BE SITWTED OI ZONE AE' COAMAWTY 1201IR/PANEL 0305/SLFFRK' L DATE OF POW W-1I-X W RISE FLOOD ELEVATION: W. THE SIMJECTPROPERTY DOES UE W A SPECIAL ROOD H AZUW AREA CERTIFICATION: MONICA CRISTINA FILPO THE BRICKELL TITLE GROUP LLC CHICAGO TITLE INSURANCE COMPANY. ar 1111712015 CARLOS IBARRA (DATEOFFELnwow LANOsLRVEYORNO.: 6770 aTATEOFFLowA (VALID COPES OF MIS SURVEY AMU BEM THE9DOSSED SEAL OF T/EATTESTPq LAND SLIRVEYOL). • • • • • • • • • • • • • 06-0-0,B L• • • • • • • • • -•i • •• ••• •• • • • •• jR •• •• • • • •• LS 6770 L ••• 0 MIAMI, FLORIDA 33N26 SUITE 3025 J O H N I BAR RA & AS S O C. I N C SURVEY No. 12 001353 1 TELEPHONE. (305) 262-UW 1 FAX: (305) 282-OM LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: VH — BOUNDARY SURVEY SCALE 1'.20' N.E. 99TH ST. — - - - - F_ ASPHALT O PVMT. L H Ci1' 9 ASPHALT 18' PWY RETURN B.C. F.I.P 1/2' (A) F.N.D. .I.P 1�2- NO CAP 100.00, NO ID. T 50 $7. . L' 1 a 25.00' $ 0. 9 11—'] 4 0. 4 SSTONE TaLn 24.84' A=8 38 28" 5 w.F.--, _ _L CH- 5.24' F.N.D. 5' W.FS� _ �1U'CL 15.OT NO ID. w r+ N 3.00' Z A Y N /CM W STEPPING / 15'O6 I STONE 7 ' 5' W.F. 10'CL Q LL L LLLLto F /� CFI oI Go c _LL"LLLLLL7 t _ . C.S. I i L t' ONE STORY I\ c M ON PL L_ `L_ L L� RES. # 1296 L 0q.6o'_ L L b LOT- 1 TILE STEPS J' -L-L-,WOOD STEPS BLOCK-2 L L W� I LL T C.B.W. _ L LT 9.50'.. m THE EAST 26 _ OF LOT - 2 BLOCK 33202E01A/C . 5'W.F. I .50' CL 5'W.F.BW.F. TW.F. ey, 5W.F. 0.35'CL.' '3(B) 0.30'C ----� — —�--- CL B)-5'U.E� �) go 30.00' F..P 1/2"100.68�-6' U.E F.I. 2' — NO CAP — 6' F W 60, Q' BLOCK - 2 LOT -18 • • r• •• • • • •I• G! • • • • • • • • BLOCK-2 6 •• ad• • • • • • • • g• •• 0 • • I •• ENCROACHMENT NOTES: • 00 • • • • • • (A) North side of the Subject Property Asphalt Return Encroaching into the Right of Way of N.E. 99TH ST. • • • • • • • • (B) South side of the Subject Property Water Meter Encroaching Into the Subject Property and mood fences an • • 1C• • • • • • • • Encroaching Into S foot udlity easement . • • R2' M.P1• • • • • • • • • ••• • NO CAP ••• • • • • ••• • • SURVEYORS NOTE: • • • • • • • • • • • There may be Easements recorded in the Public Record. not shown on this Survey. • • • • • • • • • • a • - The purpose of this Survey is for use in obtaining `Rtle I— and Financing and should not be used for Construction pur's,sO 0 0 0 • • • 0 0