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FW-15-2838 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247474 Permit Number: FW-11-15-2838 Scheduled Inspection Date: December 10,2015 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LUCA, CORNELIU Work Classification: Wood Fence Job Address:1065 NE 97 Street Miami Shores, FL Phone Number (305)321-3919 Parcel Number 1132050170090 Project: <NONE> Contractor: QUINTESSENTIAL FENCE CONSTRACTORS INC Phone: (305)454,4165 Building Department Comments 100' OF 4' HIGH BLACK VINYL CHAINLINK FENCE WITH Infractio Passed Comments TWO 4'WIDE SELF CLOSING&LACTHING GATES. 90' INSPECTOR COMMENTS False OF 6'HIGH HORIZONTAL WOOD FENCE WITH TWO SELF CLOSING 4'WIDE GATES Inspector Comments Passed <DY Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 09,2015 For Inspections please call: (305)762-4949 Page 17 of 44 �yt!mrm h Miami Shores Village " t 7`jit1 10050 N.E.2nd Avenue NE ., Ut��#C Ip17 Wbod: +�O@ Miami Shores,FL 33138 0000 Phone: (305)795-2204 Y �� PeIY»ft 5�t5 �tV v r ilvR v r5y, r k 12Ci Expiration: 05/26/2016 Project Address Parcel Number Applicant 1065 NE 97 Street 1132050170090 Miami Shores, FL Block: Lot: CORNELIU LUCA Owner Information Address Phone Cell CORNELIU LUCA 1065 97 Street (305)321-3919 MIAMI SHORES FL 33138- 1065 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,500.00 QUINTESSENTIAL FENCE CONSTRA( (305)454-4165 Total Sq Feet: 185 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Wood Fence Additional Info:4'CHAINLINK&6'WOOD HORIZON Review Planning Classification:Residential Scanning:5 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee InVOICe# FW-11-16-57712$2.78 11/09/2015 Credit Card $50.00 $243.56 DCA Fee $2.78 Education Surcharge $1.00 11/30/2015 Credit Card $243.56 $0.00 Permit Fee-Wire&Wood $185.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $15.00 Technology Fee $4.00 Total: $293.56 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named co actor to do the work stated. November 30, 2015 Authorized Signature:Owner / Applicant ontractor A Date Building Department Cop November 30,2015 1 Miami Shores Village Building - �� �T�� DepartmentXOV09X015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 : INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 P BUILDING Master Permit No. is — ;zos� PERMIT APPLICATION Sub Permit No. PL,__') I S— 4733 *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP pp CONTRACTOR DRAWINGS JOB ADDRESS: WS Ng- 5t. City: Miami Shores County: Miami Dade Zip: M013% Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFcE,: OWNER:Name(Fee Simple Titleholder): Co"Wu Lv- �r Phone#: Address: lug' NT'V_ Olt—nw-t- City: )VkglN'( State: FL, Zip: :�313q Tenant/Lessee Name: Phone#: Email: 0 o(k0e_LlALkkL,0..@-_-4AtPO- Cy^-\ CONTRACTOR:Company Name: oy"trpSS��"r�1L �e�cX,.r �a Phone#: 3o5 '^D o5 ^41 Address: � P M_LgWW4 SWb s ,Xn,T S J J City: IAO LLM on+oc`{b State: f'L. Zip: 3 3d R i Qualifier Name: , 1ONl i MAN _SZ!J® Phone#: 74- o CD3$' State Certification or Registration#: "�� Certificate of Competency#: `6_65001® DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 4Sco• 0® Square/Linear Footage of Work: )SSS/ Type of Work: ❑ Addition r❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 100 r�` V�N!2 L 1'a brgl6s 'rtNc Wura tr `'bt ®n!t\}� ^,Q(,� �'dr03 rLJSP fir_(,_"}T r �T_ , `C�o1C & rj tFtJ2pINT9t- r woob Pa T !wo wv Specify color of color thru tile: Submittal Fee$ 5,0' Permit Fee$ 1— CCF$ CO/CC$ Pal Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ e (Revised02/24/2014) ' •s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 wh' ccurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be ap ove and a reinspection fee will be charged. Signature Signature OWNER or AGENT ONTR OR The foregoing instrument was acknowledged before me this The fore oing instrument as acknowledged before me this day of Ce-1- ,20 /S ,by ll� day of NW- ,20 l�;- ,by �Jen fi,, ,l c�Z�s�lAA�o�,who is personally known to �� � I J who is personally known to me or who has produced yAgf /t sa.,W09. as me or who has produced �)�-�f� uig.. as identification and who did take an oath. identification and who did take an oath;`:,% 40 JoseF6 f'r NOTARY PUBLIC: NOTARY PUBLIC: :��'-?P.�tPRY '•. iD Gott Sign: 2!6� T' ft. Sign: " •M`!—OFW- egg t N V' Print: AA r7 Print: •��•• o �`•' Seal: � � Seal: �j//um `.q TE 10; `,,`\ aCmAMNIFFUM APPROVED BY r Plans Examiner / Zoning Structural Review Clerk (Revised02/24/2014) SN0s G .oil ® Miami shores Village Building Department �tORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. D. COPY OF WORKERS COMPENSATION INSURANCE* C.XCOPY OF LOCAL BUSINESS TAX RECEIPTCOPY OF LIABILITY (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. w/0 COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. T COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. rh BUSINESS NAME: e�oTrlpt, e,� BUSINESS ADDRESS: C.) t'ION, V,)Ov5 b*6-6S—CITY a , STATE_ ZIPZ>?Q.k BUSINESS PHONE: (30S -y6�'41 01' FAX NUMBER CELL PHONE) SOV' 7&3T QUALIFIER'S NAME: �,—VkJ"Ay � ,�)10 QUALIFIER'S LIC NUMBER: = i " DRIVER I c ^SSE -LASS E S340- ';20-0 JONATHAN SZYDLC 722 NE 4TH C 7 HALLANDALE BEACH FL 330093602 Dore 11-20.1986 SE x 12-=-2006 h 05 16-2c 5 a 'Jpexl r.v,er(i n!'otOt YMN',M FaN'9Mra<9c'��<#fl!'Yh hr<M.4rtk}h>{�fiQS.e lwpuuM in'Ian CTQB Construction Trades Qualifying Board 4.". BUSINESS CERTIFICATE OF COMPETENCY 15BI00306 QUINTEW _TIAL FENCE CONTRACTORS INC D.B.A.: S YDLO JONATHAN Is certified under the provisions of Chapter 10 of Miami-Dade County Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBT 718799$ BUSINESS NA MLOCATION RECEIPT NO. EXPIRES QUINTESSENTIAL FENCE RENEWAL SEPTEMBER 30, 2016 CONTRACTORS INC 7469057 Must be displayed at place of business DOING BUSINESS IN DADE Pursuant to County Code COUNTY Chapter BA-Art 9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED QUINTESSENTIAL FENCE 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTORS INC CONTRACTOR 75.00 07/13/2015 r:/n R7Yn1 n .inNATHAN Worker(s) 1 15BS00306 0226-15-005022 This Local Business Tax Receipt only confirms paymentof the Local Business Tax.The Receipt is nag license, permit,ora certification of the holders qual'Ificatms,to do business.Holder must comply with any 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 ga-276. MIAMtGnO For more information,visit www.miamidade aovhexcollector V'S�8 Municipal Contractor's Tax Receipt Miami:Dade County,State of FloridaM1111 THIS IS NOTA BILL—DO NOT PAY CC NO. 1513500306 BLMMSS NAMEMOCATION RECEIPT NO. EXPIRES QUINTESSENTIAL FENCE CONTRACTORS S*P"1"gMBM'3Q, 2016 INC T473BU DOING BUSINESS IN DADE COUNTY Prrrscrarttt to County Coda Sac 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED QUINTESSENTIAL FENCE SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CONTRACTORS INC 175.00 10/07/2015 C/O SZYDLO,JONATHAN 0229-16-000140 This receipt is natvalid in the follwaft Municipafitfes.Aventura,Doral,Hialeah,Key Biscayne, Munni Gardens,Mand Lakes,palmetto Bay;PineareA Sunny Isles Beach,Tom of Cutler Bay. MILAM Fara more information,visit www miamidadacoHactarc QUINFEN OP ID: KK ACOR©" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)11/06/2015 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(les)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 Newman Insurance Agency,Inc. PNONE FAX 5700 Stirling Road Arc No :t:EAIC, rc No): Hollywood,FL 33021- E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Arch Speciality Insurance Co INSURED Quintessential Fence INSURER B: Contractors Inc. 4302 Hollywood Blvd.#346 INSURER C: Hollywood FL 33021 INSURER D: Jonathan Szydlo 4000 Hollywood Blvd.#555S INSURER E: Hollywood,FL 33021 INSURER F: 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. INSR TYPE OF INSURANCEALDOL SUBR POLICY EFF POLICY EXP LIMITS LTR IN POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED___ CLAIMS-MADE 0 OCCUR AGL0027794 07/16/2015 07/16/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JEa FILOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LLA9ILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS H RED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Par accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONOTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Miami-Dade CC#15BS00306 CERTIFICATE HOLDER CANCELLATION VILLMIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE DATE THEREOF, Village of Miami Shores ACCORDANCE EXPIRATIONWITH THE POCY PROVIS ONSE WILL BE DELIVERED IN 1050 NE 2nd Ave. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 04 WB JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/14/2015 EXPIRATION DATE: 5/13/2017 PERSON: SZYDLO JONATHAN J FEIN: 472196088 BUSINESS NAME AND ADDRESS: QUINTESSENTIAL FENCE CONTRACTORS INC 4302 HOLLYWOOD BLVD.#346 HOLLYWOOD FL 33021 SCOPES OF BUSINESS OR TRADE: FENCE INSTALLATION AND REPAIR- Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 `SNORINK ES G, Miami shores Village lllile;- Building Department tOR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation 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-timeemployees or ontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to w o your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insur ce co erage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW Y U KNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of QCT 20 By cam—EWK [.ut.A. who is personally known to me or has produced L as identification. Notary: NMI PON•UN d� • p-0 FF ZIb1N .to=ad It. SEAL: I Ccow.cow.�OM110 1 � QUINTESSENTIAL FENCE CONTRACTORS 4302 HOLLYWOOD BOULEVARD#3461 HOLLYWOOD, FL 33021 305-454-41651 INFO aaQUINTESSENTIALFENCES.COM BROWARD CC# 15-F-1 9747-R I MIAMI DADE CC# 15BS00306 November 9,2015 To whom it may concern, I,Jonathan Szydlo,contractor for Quintessential Fence Contractors,will be to only person working on site for the fencing project at 1065 NE 97 Street. tfully, STATE OF FLORIDA,COUNTY OF MIAMI-DADE SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OFA �� ,2015 BY SON,Of-P,&-a- �ZtitDLO ��\ r�'/� %. ���• �; SEAL PERSONALLY KNOWN OR PRODUCED IDENTIFICATIOIgn CD TYPE OF IDENTIFICATION PRODUCED �'. C�O'•••.... %, RIDA Regulatory&Economic Resources MIAMI.OAt)E 11805 S.W.26d'Street 00 Miami,Florida 33175-2474 Standard Chain Link Fence 786-315-2100 Must Conform to the Following Table miamidade.gov 2224.1 FBC Address: Fence Height: FT Fence Length: FT IMPORTANT FOR USE AS A POOL BARRIER`" Outdoor swimming pools shall be provided with a barrier complying with Florida Building Code Sections 424.2.17.1.1 through 424.2.17.1.14. Access gates shall be equipped with a self-closing self-latching locking device located no less than 54 inches from the bottom of the gate.The device release mechanism shall be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap.Gates that provide access to the swimming pool must open outward away from the pool. The top of the barrier shall be at least 48 inches above grade measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches measured on the side of the barrier which faces away from the swimming pool. Maximum mesh size for chain link fences shall be a 2%inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1'/.inches. TOP ROLL CAP TOP ROLL SLEEVE—\ ROLL END k BON 0 I CMN LINK FABMC TOP RAIL- 1r TO 1 {"4 (OD) TERMNAL POST I GALVANIZED STEEL TUI . LINE POST 2}" ESH 10'-0" MAX • • TENSION BOND i I •• • • • • • t Ill , L`. ',� •••• •••• • • N iV • • •••••• • •• ••••• p. • • • • • • 10" 1 •• •• •••• •••••• • CHAIN LINK FENCE MINIMUM REQUIREMENTS • • • • Terminal Post Una Post Terminal Post Concrete Ltn,, �� ost Co • •••••• ••• Dimensions Dimensions Foundation Size • rwundation ize • • on Inches) (o.d.x wall thickness) (diameter x depth) • rtdlasnaterx depth) •••••• I •• 4unincheslo 00o • • Upto4 23/sx0.042 13/a x0.047 10x24 8x24••• i Over 4 to 5 2 3/a x 0.042 1 7/,x 0.055 10 x 24 8 x 24 Over 5 to 6 2 3/s x 0.042 1 7/8 x 0.065 10 x 24 8 x 24 Over 6 to 8 2 3/e x 0.110 2 3/,x 0.095 10 x 36 10 x 36 Over ato10 27/8x0.110 23/,x0.130 12x40 10x40 Over 10 to 12 27/,x0.160 27/ x0.120 12x42 12x42 For S1:1 inch=25.4 mm. NOTES: L This table is applicable only to fences with unrestricted airflow. 2. Fabric:12!/z gauge minimum. 3. Mmsioa bands:Use me fess than the height of the fence in feet evenly spaced. 4. Fabric ties:Must be minknum the same gauge of the fabric. 5. Fabric tie spacing on the top rail:Five ties between posts,evenly spaced. 6. Fabric tie spacing on line posts:One less than height of the fence in fleet.evenly spared. 7. Either top rail or top tension wive 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(3 m)on center maximum. 10.Posts shall be embedded to within 6 inches(152 mm)from the bottom of the foundation. 11.1n orderto follow the contour of the lmd.the bottom of the fencemay clear the contourof the ground by up toy inches(127 mra)withour increasing table values to the next higher limit. r T George Akouri Comeliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence Design Detail 1.5 ft� X Bars: 3-#6(@-5.63 in) Z Bars: 3-#6(@-5.63 in) I---30 in •� z -Check Summary Criteria Ratio Check Provided Required Combination -Footing- Building Code IBC 2012 0.001 X Flexure(-Z) 148573 ft•lb 143.2 ft-lb 1.41) Strength Load Combinations IBC 2012(Strength) ./0.001 X Flexure(+42) 148573 ft•lb 143.2 ft-lb 1.4D Stability Load Combinations ASCE 7-10(ASD) ,/0.001 Z Flexure(-X) 153028 ft-lb 143.2 ft-lb 1.413 Allowable Bearing Pressure 2000 psf ,/0.001 Z Flexure(+X) 153028 ft•lb 143.2 ft-lb 1.41) Gross/Net Gross 0.000 Shear(-Z) 38.27 k 0 k 1.413 Overturning F.S. • 1.50• 0.000 Shear(+Z) 38.27 k 0 k 1.41) Sliding F.S. 9018%96 0.000 Shear(-X) 39.37 k 0 k 1 AD Uplift F.S. • • • 1.50 •••• • ,/0.000 Shear(+X) 39.37 k 0 k 1 AD Additional Uplift Resistance •••• • 0 Ib• • ,/0.736 Min Steel Z 1.32 in' 0.97 In' 1.413 Friction Coefficient •ow•• ,/0.736 Min Steel X 1.32 in' 0.97 in' 1 AD Passive Soil Resistance 000000 • 0 Ib 0000 • ,/0.114 Min Strain Z 0.0352 0.0040 1.413 Concrete Weight 15Q Ib/RB ,/0.110 Min Strain X 0.0363 0.0040 1.413 Parma beta(for biaxial) ••••••• 0. 0000 ,/0.008 Punching Shear 164.3 psi 1.26 psi 1.4D Include footing weight in strength bearlmV"sure •Vas• • • -Stability- Include overburden in strength befit li padbre ••Bei•• 996* ,/0.205 Bearing Pressure 2000 psf 409.1 psf 1.01)+0.6Wpz •0 • • %/0.024 Overturning-X 81.463 1.500 0.613+O.BWpz 000•0••• • •00• •00 ,/0.017 Overtuming-Z 90.175 1.500 1.01)+0.6wpz •• •• *000 •••• • ,/0.012 Sliding-X 120.233 1.500 0.61)+0.6Wpz •••••• • • ,/0.873 Sliding-Z 1.718 1.500 0.61)+0.6Wpz • • • %/0.000 Uplift Infinite 1.5m 1.013+0.6Wpz • • • • •••• • •0000• • • • • 00000• Loads Summary(Service Loads) • • • • Load Set Name Source P Mx Mz VX Vz •6verburden Node N003 Dead 58 Ib 0 ft•Ib -0 ft-lb -0 k 0 k 0 psf Node N003 Wind(+42) 0 Ib -536 ft Ib -0 ft•Ib 0 k -0.21 k 0 psf 1� 6®11111111®eQ� f\y:,ll\ n�OUTi, o®® P ' Succt St,itc 2b0 ®® C) O N° s� .1:u1j;10 4(,51 Sbeu1.1 yi-A xuri�la. ® 526 �-2b th.X35'1 )( lllhl rii(ic;l(0 paCr m W e oA,p®• F L � ,! r QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 1 of 10tl SMDP�4,°2:19 PM r f George Akouri Comeliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS 11 Design square footing for a wood fence Capacity Calm Footing X-Direction Capacity --- - General Section Calca(ACI 318-11 10.2.7) Ag fy (1.32 int)(60000 psi) a_0.85 Fc bw 0.85(3000 psi)(18 in) = 1.73 in p1 = 0.850 (F'c s 4000 psi) x=a/p1 = (1.73 in)/(0.850) = 2.03 in Capackv Callas(ACI 318-11 7.12.2.1.8,8.1,10.2,10.3.10.5.4.11.2.1.1 1 X = 1.0 (normal weight concrete) �Mr,_¢AS fy(d-a/2) = (0.90)(1.32 int)(60000 psi)[(26.63 in)-(1.73 in)/21 = 153028 ft-lb �Vc=�2 R Yr c bw d = (0.750)2(1.0) 3000 psi(18 in)(26.63 in) = 39.37k Aa„in=0.0018 60000 A9 = 0.0018 60000(60000 psi)(3.75 ft2) = 0.97 int et=0.003lz-1) = 0.003�((26033iIn)-1] = 0.0363 Devoloament(ACI 318.11 12.2) wt = 1.0 02 inches or less cast below - 3.00 inches) Y we = 1.0 (bar not epoxy coated) o ws = 0.80 (bars are#6 or smaller) Z s x = 1.0 (normal weight concrete) s/2 = (3.75 in)/2 = 1.88 in cover+db/2 = (3 in)+(0.75 in)/2 = 3.38 in cb = 1.88 in (lesser of half spacing,ctr to surface) Ktr = 0.0 (no transverse reinforcement) • 9999•• ch+Ktr= (1.88 in)+(0.0)= 2.50 • • • 9066 • db (0.75 in) • • • 3 Id f wt we we 3. (60000 psi) (1.0)(1.0)(0.80)1 •••••• • • • '�= d J(0.75 ih)•••i692 in • *000:0 -(40Xr 2.5 ) b = 40(1.0) 3000 psi 2.5 J •••i6• • • • ___� •9•• 9999 • • -1.5 ft ••9• •69• •••9 • 9999•• 6 •• 9999 •• •• 6.9• •69• • 9999•• • • QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 2 of 10 Thursday 11/05/15 2:19 PM GeorgeAkourt Corneliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence Capacity Calcs (continued) Footing Z-Direction Capacity i General Section Callas(ACI 318-11 10.2.7) AR fy __ (1.32 in-)(60000 psi) a_0.85 F'c b, 0.85(3000 psi)(18 in) = 1.73 in p1 = 0.850 (F'c 5 4000 psi) x=a/p1 = (1.73 in)/(0.850) = 2.03 in Capacity Colas(ACI 318-117.12.2.1.8.6.1.10.2.10.3.10.5.4.11.2.1.1 j R = 1.0 (normal weight concrete) Wn= Ae fy(d-a/2) = (0.90)(1.32 int)(60000 psi)[(25.88 in)-(1.73 in)/21 = 148573 ft-lb �Vr,=o 2 x Yr c br,d = (0.750)2(1.0) 3000 psi(18 in)(25.88 in) = 38.27k Asmin=0.0018 60f000 A9 = 0.0018(60000 psi)00 (3.75 ft2) = 0.97 int et=0.003 lX-1) = 0.003[(�2 038�n�) 1] = 0.0352 I Development(ACI 318-11 12.2) Wt = 1.0 (12 inches or less cast below- 3.00 inches) Y Ye = 1.0 (bar not epoxy coated) o We = 0.80 (bars are(/6 or smaller) X X = 1.0 (normal weight concrete) s/2 = (3.75 in)/2 = 1.88 in cover+db/2 = (3 in)+(0.75 in)/2 = 3.38 in cb = 1.88 in (lesser of half spacing,ctr to surface) Ktr = 0.0 (no transverse reinforcement) • • cb+Kir= (1.88 in)+(0.0)_- •0000• 2.50 • • • 0000 • db (0.75 in) • • • • • Id-(40-�� )db - [40 (60000 psi) ipsl(1.0)(12 5(0.80)l(0.75 it*)•s*10;2 in i••••• •••• • i �yr'n (1.0) 300 J 0000•• • • • 'i � 0000 • 0000 0000 • • -1.5 ft 0000 Goes 0000 • Gesso• • G • • • • sere o e• • e 000 • • l QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 3 of 10 Thursday 11/05/15 2:19 PM George Akouri Corneliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence Capacity Calcs (continued) — Footing Punching Shear Capacity Punching Shear(ACI 318-11 11.11.1.2.11.11.2.1] bo = 36 in (perimeter of critical section) p = 1.0 (column width ratio) as = 20.0 (comer column) a = 1.0 (normal weight concrete) l (a) V,=(2+ 9rc p)Xb,,d = [2+(1 4 (1.0)V3000psi(36in)(26.25in) = 310.6k - 18 in s (b) V�=( b +2)a,9r c bo d - r(20 (36 n)5 in)+2](1.0) 3000 psi(36 in)(26.25 in) = 658.3 k ------------------------------------------- (c) V,=4 X F bo d = 4(1.0) 30L00 psi(36 in)(26.25 in) = 207 k Wri= V, = (0.750)(207 k) = 155.3 k Ovn=�Vn/(bo d) = (155.3 k)/[(36 in)(26.25 in)] = 164.3 psi Z Values needed for check(ACI 318.11 11.11.7.1.R11.11.7.1,can 13-1.R11.11.7.2 I c i > m ~X Yvx=1- 1 = 1 1 = 0.40 +22 (18 in) 1 3.V x' 1+3. (18 in) Yvz=1- 2 - 1 2 1(18 in) - 0.40 1+3.1� 1+3. (18in) ___________________________________________ Jx = 53278 in A4 (calculated from ACI R11.11.7.2) k 1.5 n Jz = 53278 in A 4 (calculated from ACI R11.11.7.2) 0000•• • • • 0000 • 0000•• 0000•• • 0000 • • 0000•0 • • • 0000 • 0000 0000 • • 0000 0000 0 0 00 0000•• • •• 0000 so 09 • • 0000•• • • • • • • 0000•• 0000•• • • • • • • • 0000•• QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 4 of 10 Thursday 11/05/15 2:19 PM George Akouri Corneliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence Strength Checks [Load Set: Node N003 Combination: 1.40] Reinforcement Limits Factored Loads Axial Force 81.2 Ib Min Steel Cheek(ACI 318.11 Ch 10.5.4.7.12.2.1) Moment Oft•Ib As = 1.32 int 2 Asmin = 0.97 int ✓ Moment Z 0 ft•IbShear X -0 k 561.1 psf 561.1 psf Shear 0 k r --"---1----------- Min Steel Check(ACI 318.11 Ch 10.5.4.7.12.2.1) Overburden 0 psf (Agit= 1.3)2 in' z Agmin = 0.97 in' ✓ Footing Weight 1181 Ib Min St X f Pedestal Weigh 0 Ib Resultant=1 62 Ib fa Or n Check(ACI 318.11 Ch 10.3.5) X et = 0.0363 2 etmin = 0.0040 ✓ I Min Strain Cheek(ACI 318-11 Ch 10.3.5) '------------ -------- at = 0.0352 z stmin = 0.0040 ✓ 561.1 psf 1 561.1 psf Max pressure(factored)=561.1 psf (Includes effects of overburden and footing weight Footing Flexure Z-Flexure(+X side) M,=R,2 d,2 = (491 Ib)(3.5 in) = 143.2 ft-lb Wn = 153028ft•lb z Mu = 143.2ft•lb ✓ i Z-Flexure(-X side) Mz1=Rz1 dz1 = (491 Ib)(3.5 in) = 143.2 ft-lb Wn = 153028 ft•lb Z Mu = 143.2 ft•lb ✓ • • 0000•• Z r X-Flexure(+Z side) • • • •••••• LL� • • • • X, Mx1=Rx1 dxl = (491 Ib)(3.5 in) = 143.2 ft•lb •••••• • 0000•• • 0000•• • I Wn = 148573 ft•Ib 2 Ma = 143.2 ft•Ib ✓ •••••• • • • 1 � � 0000•• �1- X-Flexure(-Z side) •••••• •••••• • • M,2 R,2 d,2 = (491 lb)(3.5 in) = 143.2ft•Ib 0000 0000 0000• 0000•• • •• 0000 Wn = 148573 ft•lb z Mu = 143.2 ft•lb ✓ • • • • • 00 •• •000 •••01•• 0 00.000 • • • • • • 0 0 000• • QulckFooting 4.0(lesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 5 of 10 Thursday 11/05/15 2:19 PM George Akoud Corneliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS II Design square footing for a wood fence Strength Checks [Load Set: Node N003 Combination: 1.4D] (continued) -Footing Shear ---- -------- -- —------- - ------- -- --- -- - Shear(+X side) Vx2=Rx4 = (0 Ib) = 0 k 0Vn = 39.37 k z Vu = 0 k ✓ Shear -X side) Vxt=Rx3 = (0 Ib) = 0 k �Vn = 39.37 k Z Vu = 0 k ✓ z --LX Shear(+z side) Lx -L_._X Vz2=Rz4 = (0 Ib) = 0 k - Wn = 38.27k 2 Vu = 0k ✓ i - -_ -- - _-- Shear(-Z side) Vz1=Rz3 = (0 Ib) = 0 k Wn = 38.27k 2 Vu = 0k ✓ Footing Punching Shear Panchlna Shear Check LAW 318-11 Ch 11.12.1.2.11.11.2.1.R11.11.7.2) • • 0000•• Ppunching=Ptotal+Wp-Pper meter = (81.2 Ib)+(0 Ib)-(1262 Ib) _ -1181.25 Ib ' ' ' "'••• —VL- rvx Mux ez 'Yvz Muz ex •• • :00 6:0 • z vu=bod+ ix + Jz •••••• • •000.0 (1.18 k) +(0.40)(0 ft•lb)(9 in)+(0.40)(12.6 ft•lb)(9 in) 0000** • • • X (36 in)(26.25 in) (53278 in A 4) (53278 in A 4) 0000 •0•••• = 1.26 psi • • • • #n = 184.3 psi z vu = 1.26 psi ✓ • � •• •• 0000 •66• • • 6••••• • • • • • • 0000 • • • • 00 QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 6 of 10 Thursday 11/05/15 2:19 PM George Akouri Comeliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence Stability Checks [Load Set: Node N003 Combination: 1.OD + 0.6Wpz] Forces Factored Loads A)dal Force 58 lb Moment X -321.6 ft-lb Moment Z Oft-lb Shear X -0 k 409.1 psf 400.2 psf Shear Z -0.13 k Overburden 0 Pei! Footing Weight 843.8 Ib Pedestal Weight 0 Ib Z �-- Resultant=901.8 Ib •I/� Bearing Pressure X Ballow = 2000 psf z ggres = 409.1 psf ✓ ------------------------- 401.3 psf 392.5 psf Max pressure=409.1 psf (Gross: Includes effects of footing weight and overburden) F-Overturning i Overturnina Wf = 843.8 Ib (weight of footing) Wp = 0 Ib (weight of pedestal) Fob=goverbumen(Aftg-Aped) = (0 psf)[(2.25 ft)-(0.11 W)] = 0 Ib OTMx=Mx-Vz(tf+Hp) = (-321.8 ft•lb)-(-0.13 k)[(30 in)+(0 in)] _ -6.6 ft•lb RMx=(P+Wp)dz+(Wf+Fob)bz/2 = [(58 Ib)+(0 Ib)](0.75 ft)+[(843.8 Ib)+(0 Ib)](1.5 ft)/2 = 676.3 ft-lb FSOTX=O Vlx (8.6 ft-lb) = 102.4716 • • ••66.x• FSOTX = 102.4716 2 FSOTregd = 1.50 ✓ •"• o ••• n• X0.75 .75 ft► OTM M +V (t +Hp) = (0 ft•lb)+(-0 k)[(30 in)+(0 in)] = -7.5 ft•lb •• • • • • z= z xf •••♦♦• RMz=(P+Wp)dx+(Wf+Fob)bx/2 = [(58 Ib)+(0 Ib)](0.75 ft)+[(843.8 Ib)+(0 Ib)](1.5 ft)/2 = 676.3 ft•It•Go FSOTZ=M = (676.5ft•lb)) = 90.1750 9999•• •0966• i666•: 9999 9999 •♦••• FSOTZ = 90.1750 z FSOTregd = 1.50 ♦ • •••♦•• • 09 Osseo •• •• o•e• 9990•6 QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 7 of 10 Thursday 11/05/15 2:19 PM George Akouri Comeliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS Ii Design square footing for a wood fence Stability Checks [Load Set: Node N003 Combination: 1.OD + 0.6Wpz] (continued) —Sliding --- - i sudina Wf = 843.8 Ib (weight of footing) Wp = 0 Ib (weight of pedestal) Fob=goverburden(Aftg-Aped) = (0 psf)[(2.25 ftz)-(0.11 ftz)] = 0 Ib Fresist=Cf(Wf+Wp+Fob+P)+Fpassive = (0.40)[(843.8 Ib)+(0 Ib)+(0 Ib)+(58 Ib)]+(0 k) = 0.36 k Fslidingx = 0 k (applied Vx Z FSslidingX=FFresist = (0.360k)) = 120.2333 slidingX LX FSslidingX = 120.2333 2 FSslldingRegd = 1.50 ✓ Fslidingz = 0.13 k (applied V� Fresist _ (0.36 k) - FSslidingz=FslidingZ (-0.13 k) = 2.8627 FSslidingz = 2.8627 2 FSslidingRegd = 1.50 ✓ F Uplift 0000.• Y •• • • • r UPINt 0000•• �• LP = 58 lb •••�•• • •s•�•• F.S.against uplift is infinite (a)dal force is in compression) s••••• 0000 0000 • � • 0000 0000 ••••� •••••a • •• 0000• 0. 00 00•• 000000 •••••• • • • • • • • 000000 • • • • • • • • 0.000• • • • QuickFooting 4.0(iesweb.com) S:\ACE 2015\Cilent\Quintessential Fence Contra...\11-5-15.ftg Page 8 of 10 Thursday 11/05/15 2:19 PM GeorgeAkouri Corneliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS It Design square footing for a wood fence NVAMEW Stability Checks [Load Set: Node N003 Combination: 0.6D + 0.6Wpz] Forces Factored Loads Abal Force 34.8 lb Moment X -321.6 ft-lb Moment Z 0 ft-lb Shear X -0 k 250 psf 242.3 psf Shear Z -0.13k Overburden 0 psf Footing Weight 506.3 lb Pedestal Weight 0 Ib 1� (Resultant=541 Ib BeaHnn Pressure X gallow = 2000 psf z ggross = 250 psf ✓ ------------------------- 238.7 psf 230.9 psf Max pressure=250 psf i (Gross: Includes effects of footing weight and overburden) i Overturning Ov®rturnln Wf = 506.3 Ib (weight of footing) Wp = 0 Ib (weight of pedestal) Fob=goverburden(Attg-Aped) = (0 psf)[(2.25 ftT)-(0.11 ft)] = 0 Ib OTMX=MX-VZ(tf+HP) = (-321.6 ft•lb)-(-0.13 k)[(30 in)+(0 in)] _ -6.6 ft•lb RMX=(P+Wp)dZ+(Wf+Fob)bZ/2 = [(34.8 Ib)+(0 Ib)](0.75 ft)+[(506.3 Ib)+(0 Ib)](1.5 ft)/2 = 405.8 ft-lb RMX _ (405.8 ft•lb) o FSOTx=OTMX (-6.6 ft-lb) = 61.4830 FSOTX = 61.4830 z FSOTregd = 1.50 ✓ '0.75 0.75 R►i OTMZ=MZ+VX(tf+Hp) = (0 ft•Ib)+(-0 k)[(30 in)+(0 in)] = -4.5 ft•lb cn RMZ=(P+Wp)dX+(Wf+Fob)bX/2 = [(34.8 Ib)+(0 Ib)](0.75 ft)+[(506.3 Ib)+(0 Ib)](1.5 ft)/2 = 405.8 ft-lb i•••i• FS _ RM,_ __ (405.8 ft•lb) = 90.1750 • •• • •••• • Orz OTMZ (-4.5 ft-lb) ••• • • • FSOTZ = 90.1750 2 FSOTregd = 1.50 ✓ •••••• 0000•• • 0000 • • 0000•• • • • 0000 • •s•• 0000 • • 0000 0000 0000 0000•• • •• 0000 •• •• 0000 0000•• • •••••• • • • • • 0 •000(00 • • • •0000• QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 9 of 10 Thursday 11/05/15 2:19 PM George Akouri Comeliu Lucka 1065 N.E.97th St. Miami Shores FL 33138 AKOURI CONSULTING ENGINEERS II Design square footing for a wood fence Stability Checks [Load Set: Node N003 Combination: 0.6D + 0.6Wpz] (continued) --Sliding — - - ----- ---- — I sndina Wf = 506.3 Ib (weight of footing) Wp = 0 Ib (weight of pedestal) Fob=goverburden(Aftg-Aped) = (0 psf)[(2.25 fta)-(0.11 ftz)] = 0 Ib Fresist=Cf(Wf+WP+Fob+P)+Fpassive = (0.40)[(506.3 Ib)+(0 Ib)+(0 Ib)+(34.8 Ib)]+(0 k) = 0.22 k i Fslidingx = 0 k (applied Vx I2 — — FSelidingX= Fresist (0.22 k)FslidingX (-O k) = 120.2333 LX FSslidingX = 120.2333 z FSs11d1ngRegd = 1.50 ✓ FsiidingZ = -0.13 k (applied V� Fresist _ (0.22 k) FSslidingZ=FslidingZ ( 0.13 k) = 1.7176 FSslidingZ = 1.7176 z FSsIIdingRegd = 1.50 ✓ Uplift —------------- Y uplift X P = 34.8lb • • 0000•• F.S.against uplift is infinite (a)dal force is in compression) • • • •••••• 0000 : • • •� 0000•• 0000•• • ••••�•• • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• .0000• • •• 0000• •• •• •••• 0.00.0 • 0000•• • • • • • • 00000 • 0000•• • • • •00.00 QuickFooting 4.0(iesweb.com) S:\ACE 2015\Client\Quintessential Fence Contra...\11-5-15.ftg Page 10 of 10 Thursday 11/05/15 2:19 PM * r Project: Corneliu Lucka George Akouri, AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 S:\ACE 2015\Client\Quintessential Fence Contractors\Calculations\Usual Analysis\Model Fence 4-10-15.vap Design Groups Group/Mesh Element Unity Design Design Material Overstrengt Specification s Shape h Wood Fence 8 0.03 FS2x6 Douglas Fir-Larch NDS Lumber(Usual) No.2 No NDS 2012 Picket ASD Wood Post 2 0.17 FS4x4 Douglas Fir-Larch NDS Lumber(Usual) No.2 No NDS 2012 ASD Area Loads Load Case Area Type San Direction Load What? Magnitude#1 Corridor Load sf psf W+Z EW-WaII001 Uniform 1-wa :Y Members 21.000 0.000 AKO Uska kKOWB CONSULTING ENGtltl'IEEEM'I 3$ Gmrne Naun N.NE 97th 02:03 Miami Shmaa FL33138 Nwn5.7n15;07:03 PM MP=. 1ie 1 m2 M11 F,d ���� �''�'��` �'� liiiNli►Nl.l'.1Lti Y JSi S �� e 111'lbA 1. ll :'�k ,;s �,, '��� Cl�ttr,`c Atittttttittcct tittitc 2b0 ' l ,1 tih�tYJan 330 L �'�� , sn 1>,1:, 1111iV��lt • • .� �, * �` ttc A1111"7357 •••••• � M. 2 ('rtli(i� • • • •••••• v��r i 5.1�)')_l titi5 • • • • UnBnnPed F. Wing ® •••• \ ®0 moo. Z �� gNam• 1 aaoo 010 n.sro a.nt 1.m1Ld A Nodal Extreme Reactions Node FX FY FZ MX MY MZ Ib lb lb Ib-ft lb-ft lb-ft N001 0.000 24 0.000 24 -210.000 24 -536.037 24 -NA- -NA- N001 2.064(l) 58.752(l) 0.000(i) 0.000(l) -NA- -NA- N003 -2.064(1) 0.000 24 -209.995 24 -536.031 24 -NA- -NA- N003 0.000 24 58.752(l) 0.000(i) 0.000(i) -NA- -NA- (1c)=Load Case index,shown in'Load Cases'or'Result Cases'table. Page 1 VisualAnalysis 12.00.0011(www.iesweb.com) Project: Corneliu Lucka George Akouri, AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 SAACE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap Design Group Results Design Group: Wood Fence Picket per NDS 2012 ASD Designed As: FS2x6, Material:\NDS Lumber(Visual)\No.2\Douglas Fir-Larch Members Included(8): BmX001-c23, BmX001-c36, BmX001-c35, BmX001-c34, BmX001-c37, BmX001-c31, BmX001-c33, BmX001-c32 Strong Deflection Check Member Result Offset Demand dy Capacity dy Code Unity Details Name Case ft in in Ref. Check BmX001-c23 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c36 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c35 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c34 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c37 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c31 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c33 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK BmX001-c32 D+L 2.000 -0.000 0.267 IBC 1604.3.1 0.00 OK Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check BmX001-c23 D+.6W»+Z 2.000 3.9-3 0.02 OK CF= 1.300, CL=0.971 , Cfu= 1.150 , CD= 1.600, KLz=3.441 ft, KLy=4.000 ft, Lb=4.000ft BmX001-c36 .6D+.6W»+Z 2.000 3.9-2-Weak 0.02 OK CF= 1.300 , CL 0.971 * . .Cfu F 1.150:""' ...... 000 .14X:.0.048:..... ...... 2.153, . eme 1.600 •••••• •��3.441 ,...' .... LYS 4.000ft, �� �����• t�_4.000 4 • BmX001-c35 D+.6W»+Z 2.000 3.9-3 0.02 OK 'bl'" 1.300, "• '�'••' UV b.971 Cfu='1.150;...:. C11&.1.600 :... nz=!3.441.9, ' KLy=4.000 ft,' ' Lb=4.000 ft BmX001-c34 D+.6W»+Z 2.000 3.9-3 0.02 OK CF= 1.300 , CL=0.971 , Cfu=1.150, CD= 1.600 , KLz=3.441 ft, KLy=4.000 ft, Lb=4.000 ft Page 2 VisualAnaiysis 12.00.0011(www.iesweb.com) Project: Corneliu Lucka George Akouri, AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 SAACE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap BmX001-c37 .6D+.6W»+Z 2.000 3.9-2-Weak 0.03 OK CF= 1.300 , CL=0.971 , Cfu=1.150, ft=0.000, fby=0.061 , Fby**=2.153, CD= 1.600 , KLz=3.441 ft, KLy=4.000 ft, Lb=4.000 ft BmX001-c31 .6D+.6W»+Z 2.000 3.9-2-Weak 0.02 OK CF= 1.300 , CL=0.971 , Cfu=1.150, ft=0.000 , fby=0.044, Fby**=2.153 , CID 1.600, KLz=3.441 ft, KLy=4.000 ft, Lb=4.000 ft BmX001-c33 .6D+.6W»+Z 2.000 3.9-2-Weak 0.02 OK CF= 1.300, CL=0.971 , Cfu= 1.150 , ft=0.000, fby=0.045, Fby"'=2.153 , CD= 1.600, KLz=3.441 ft, KLy=4.000 ft, Lb=4.000 ft BmX001-c32 .6D+.6W»+Z 2.000 3.9-2-Weak 0.02 OK CF= 1.300, CL=0.971 , Cfu= 1.150 , ft=0.000, • • fby=0.045-see :Fby%=2.15}3, •••••• �b'1.600*•••:- •kLz••3.441 ft, •••• • nL %04.000 ft, :... .LbV 4.000 ft 0000 0000 0000 Axial Check """ •• ••••• Member Result Offset Demand fa Capacity Fa Code Unity••••••Details ••• Name Case ft sf sf Ref. Chec • BmX001-c23 D+.6H 0.000 82.966 98522.721 3.6.3 0.00 qK CD=p!M",- • • CF=4,.1.00,; CP=0.512 , KLz=3.441 ft, KLy=4.000 ft BmX001-c36 D+.6H 0.000 7.798 96875.998 3.8.1 0.00 OK CD=0.900, Fx=0.650 Ib, CF= 1.300 BmX001-c35 D+.6H 0.000 1.643 98522.721 3.6.3 0.00 OK CD=0.900, Fx=0.137 Ib, CF= 1.100 , CP=0.512, KLz=3.441 ft, KLy=4.000 ft Page 3 VisualAnalysis 12.00.0011(www.iesweb.com) Project: Cornehu Lucka George Akouri, AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 SAACE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap BmXO01-c34 D+.6H 0.000 1.305 98522.721 3.6.3 0.00 OK CD=0.900, Fx=0.109 Ib, CF= 1.100, CP=0.512 , KLz=3.441 ft, KLy=4.000 ft BmXO01-c37 D+.6H 0.000 39.533 96875.998 3.8.1 0.00 OK CD=0.900 , Fx=3.294 Ib, CF= 1.300 BmX001-c31 D+.6H 0.000 3.919 96875.998 3.8.1 0.00 OK CD=0.900, Fx=0.327 Ib, CF= 1.300 BmXO01-c33 D+.6H 0.000 1.627 96875.998 3.8.1 0.00 OK CD=0.900, Fx=0.136 Ib, CF= 1.300 BmXO01-c32 D+.6H 0.000 8.266 96875.998 3.8.1 0.00 OK CD=0.900 , Fx=0.689 Ib, CF= 1.300 Strong Flexure Check Member Result Offset Demand fbz Capacity Fbz Code Unity Details Name Case ft psf psf Ref. Check BmX001-c23 D+.6H 0.000 -407.268 149578.186 3.3-1 0.00 OK CF= 1.300 , CL=0.986, Mz=-2.828 Ib-ft, Lb=4.000 ft, CD=0.900 BmXO01-c36 D+.6H 0.000 -469.694 149578.186 3.3-1 0.00 OK CF= 1.300, CL 0.986, Mz=-3.262 Ib-ft, Lb=4.000 ft, CD=0.900 BmX001-c35 D+.6H 0.000 -477.458 149578.186 3.3-1 0.00 OK CF= 1.300 , CL 0.91§.j �• • Mz=-3.316IVA, •••••• •••�ti=4.000 ft, . •• ....Go=0.9bb.... ....:. BmXO01-c34 D+.6H 0.000 -479.139 149578.186 3.3-1 0.00 OK...:GFS= 1.300, ...QL=0.986,.. :••••: •...Y2=-33W.W ff, ..... ...1"=4.Og0 ft.. ..:..• ..•.Q15=0.900:.. ...... BmX001-c37 D+.6H 0.000 -462.321 149578.186 3.3-1 0.00 OKE..JCS;= 1.300 , • : SCI;=0.9$6, ....•. Mz=-3.2#1.10ItKt • • -Ll:r=4.000 ft, :*see: 0• C6=0.906 :•: • BmXO01-c31 D+.6H 0.000 -466.278 149578.186 3.3-1 0.00 OK CF= 1.306 • CL=0.986, Mz=-3.238 Ib-ft, Lb=4.000 ft, CD=0.900 BmXO01-c33 D+.6H 0.000 -480.445 149578.186 3.3-1 0.00 OK CF= 1.300 , CL 0.986, Mz=-3.336 Ib-ft, Lb=4.000 ft, CD=0.900 BmX001-c32 D+.6H 0.000 -481.472 149578.186 3.3-1 0.00 OK CF= 1.300, CL 0.986, Mz=-3.344 Ib-ft, Lb=4.000 ft, CD=0.900 Page 4 VisualAnalysis 12.00.0011(www.iesweb.com) Project: Cornehu Lucka George Akouri, AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 S:WCE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap Weak Flexure Check Member Result Offset Demand fby Capacity Fby Code Unity Details Name Case ft psf psf Ref. Check BmX001-c23 .6D+.6W»+Z 2.000 -6118.785 310003.192 3.3-1 0.02 OK CF= 1.300, Cfu= 1.150, My=-14.164 Ib-ft, CD= 1.600 BmX001-c36 .6D+.6W»+Z 2.000 -6884.599 310003.192 3.3-1 0.02 OK CF= 1.300, Cfu= 1.150 , My=-15.937 Ib-ft, CD= 1.600 BmX001-c35 .6D+.6W»+Z 2.000 -6717.083 310003.192 3.3-1 0.02 OK CF= 1.300, Cfu= 1.150, My=-15.549 Ib-ft, CD= 1.600 BmX001-c34 .6D+.6W»+Z 2.000 -6590.778 310003.192 3.3-1 0.02 OK CF=1.300 , Cfu= 1.150, My=-15.256 Ib-ft, CD=1.600 BmX001-c37 .6D+.6W»+Z 2.000 -8824.385 310003.192 3.3-1 0.03 OK CF= 1.300, Cfu= 1.150 , My=-20.427 Ib-ft, CD= 1.600 BmX001-c31 .6D+.6W»+Z 2.000 -6369.627 310003.192 3.3-1 0.02 OK CF= 1.300, Cfu= 1.150 , My=-14.745 Ib-ft, CD= 1.600 BmX001-c33 .6D+.6W»+Z 2.000 -6496.945 310003.192 3.3-1 0.02 OK CF= 1.300 , Cfu= 1.150, My=-15.039 Ib-ft, CD= 1.600 BmX001-c32 .6D+.6W»+Z 2.000 -6428.431 310003.192 3.3-1 0.02 OK CF= 1.300 , Cfu= 1.150 • • W=-141t 16-1t, •••• • '..td= 1.690 • ...... . ...... Strong Shear Check Member Result Offset Demand fvz Capacity Fvz Code Unit••••, Detptla•', • Name Case ft sf sf Ref. CheCM•• see* ••'• BmX001-c23 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00.0x•; V=0,5.Jt 4Jb, •• •• CD=OC160 •••• • BmX001-c36 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00.-0fl;•; V=-5.184 Ib, • CID BmX001-c35 D+.6H 4.000 -93.312 23328.001 3.4-2 O.O�OK�•, V=-5.184 lb, •• • CD=eO. 8th • • BmX001-c34 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00 OK V=-SA844b, CD=0.900 BmX001-c37 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00 OK V=-5.184 Ib, CD=0.900 BmX001-c31 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00 OK V=-5.184 Ib, CD=0.900 BmX001-c33 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00 OK V=-5.184 Ib, CD=0.900 BmX001-c32 D+.6H 4.000 -93.312 23328.001 3.4-2 0.00 OK V=-5.184 Ib, CD=0.900 Weak Shear Check Member Result Offset Demand fvy Capacity Fvy Code Unity Details Name Case ft psf psf Ref. Check Page 5 Visua/Analysis 12.00.0011(www.iesweb.com) Project: Corneliu Lucka George Akouri,AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 S:1ACE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap BmX001-c23 D+.6W»+Z 4.000 233.865 41472.002 3.4-2 0.01 OK V= 12.993 Ib, CD= 1.600 BmX001-c36 D+.6W»+Z 0.000 -260.039 41472.002 3.4-2 0.01 OK V=-14.447 Ib, CD= 1.600 BmX001-c35 D+.6W»+Z 4.000 259.909 41472.002 3.4-2 0.01 OK V= 14.439 Ib, CD= 1.600 BmX001-c34 D+.6W»+Z 4.000 259.748 41472.002 3.4-2 0.01 OK V= 14.430 Ib, CD= 1.600 BmX001-c37 D+.6W»+Z 0.000 -474.746 41472.002 3.4-2 0.01 OK V=-26.375 Ib, CD= 1.600 BmX001-c31 D+.6W»+Z 4.000 259.749 41472.002 3.4-2 0.01 OK V= 14.431 Ib, CD= 1.600 BmX001-c33 D+.6W»+Z 4.000 259.789 41472.002 3.4-2 0.01 OK V= 14.433 Ib, CD= 1.600 BmX001-c32 D+.6W»+Z 4.000 260.161 41472.002 3.4-2 0.01 OK V= 14.453 Ib, CD= 1.600 Design Group: Wood Post per NDS 2012 ASD Designed As: FS4x4, Material:\NDS Lumber(Visual)\No.2\Douglas Fir-Larch Members Included(2): C01-002, COL003 Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check COL002 D+.6W»+Z 0.000 3.9-3 0.17 OK CF= 1.500, CD= 1.600, KLz=5.000 ft, KLy=4.360 ft, Lb=5.000 ft COL003 D+.6W»+Z 0.000 3.9-3 0.17 OK CF= 1.500, CQ= 1.p00, ;..... .... . KL7„5.g00 ft, K =4 60ft •••••• Lb=5-,000 ft Axial Check Member Result Offset Demand fa Capacity Fa Code Unity .•::%)etaiIs .• .•:. Name Case ft psf psf Ref. Check****** 00.00' •... . COL002 D+.6H 0.000 528.768 163473.166 3.6.3 0.00 OK••••CD=0.900, • ' rx=55.7524b, ease • KLz=5=0 ft KLy=4.360 ft COL003 D+.6H 0.000 528.768 163473.166 3.6.3 0.00 OK CD=0.900 , Fx=58.752 Ib, CF= 1.150, CP=0.812 , KLz=5.000 ft, KLy=4.360 ft Strong Flexure Check Member Result Offset Demand fbz Capacity Fbz Code Unity Details Name Case ft psf psf Ref. Check Page 6 VisualAnalysis 12.00.0011(www.iesweb.com) Project: Cornehu Lucka George Akouri,AKOURI CONSULTING ENGINEERS INC. November 05, 2015 1065 NE 97th Street Miami Shores FL 33138 SAACE 2015\Client\Quintessential Fence Contractors\Calculations\Visual Analysis\Model Fence 4-10-15.vap COL002 D+.6H 4.776 -458.177 174959.995 3.3-1 0.00 OK CF= 1.500, Mz=-2.828 Ib-ft, Lb=5.000 ft, CD=0.900 COL003 D+.6H 4.776 458.177 174959.995 3.3-1 0.00 OK CF= 1.500 , Mz=2.828 Ib-ft, Lb=5.000 ft, CD=0.900 Weak Flexure Check Member Result Offset Demand fby Capacity Fby Code Unity Details Name Case ft psf psf Ref. Check COL002 .6D+.6W))+Z 0.000 52102.732 311039.992 3.3-1 0.17 OK CF= 1,500 , My=321.622 Ib-ft, CD= 1.600 COL003 .6D+.6W>>+Z 0.000 52102.244 311039.992 3.3-1 0.17 OK CF= 1.500 , My=321.619 Ib-ft, CD= 1.600 Strong Shear Check Member Result Offset Demand fvz Capacity Fvz Code Unity Details Name Case ft psf psf Ref. Check COL002 D+.6H 4.776 -93.337 23328.001 3.4-2 0.00 OK V=-6.914 Ib, CD=0.900 COL003 D+.6H 4.776 93.337 23328.001 3.4-2 0.00 OK V=6.914 Ib, CD=0.900 Weak Shear Check Member Result Offset Demand fvy Capacity Fvy Code Unity Details Name Case ft psf psf Ref. Check COL002 D+.6W»+Z 0.761 -1700.996 41472.002 3.4-2 0.04 OK V=-126.000 Ib, CD= 1.600 COL003 D+.6W»+Z 0.761 -1700.966 41472.002 3.4-2 0.04 OK V=-146Q%Zlb, • • D= 1'600 "'• ' •••••• • •••••• • •••• •••• • • • • • • • •••••• Page 7 VisualAnalysis 12.00.0011(www.iesweb.com) N.E. 10th AVENUE -- LOCATION SKETCH SCALE: NTS • " ��� NTgL• O� e e�.. N.E. 1Oth AVENUE o� — wu F• CL 5`N 1-�LH� u, — i r I n o - - v o � M a o o i 112.50' (P&M) :r No rl DI 37.5U' �' 7 OD: - f I o 17W : : o ::::��.•:.: �� cn 0 c$n wa m -� 0.�0:�:• Z 38.60' . . .21.3 19.00' 0'5.5*Mw21.70' I -� �Dl Lo �� NI-� z a18.20'V o M o0 4.1 16.65' 00 ..... ;' ..iI 021.00' 377' . • sp ori { ) _- 11250 P&M 41. � ��;::�;�;� • : . .. :. p� W ( :::.::: ! PROPERTY ADDRESS: 1065 N.E. 97TH ST. , MIAMI SHORAS,-'4. 33 ,3$,. �- rZN CERTIFIED T0: CORNEZIU C. LUCA AND LUMINITA EUGENIA LUCA; 'CQIQSLJMER '� : : : : ' =:I O EE ' yJ LAND TITLE; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; SUNTRUST MORTGAGE INC., I SAOA. _LEGAL DESCRIPTION: LOT 9 180 e p BLOCK ABBREVIATIONS: OF REVISED PLAT OF MIAMI SHORES SECTION 8 SWK=SIDEV84LK,CBS=CDNCRETE BLOCK STRUCTURE,CLF=CHAIN UNKFENCE,PL=PROPERTY LINE,DUE-DRAINAGE UTILITY EASEM ENT,1P--IRON PIPE, SUBDIVISION F=FOUND.AIC-AIR CONDITIONER PRD,FIC--PROPERTY CORNER,WH=DRILLED HOLE,WF--ni00DENFENCE.RES=RESIDENCE,CL-CLEAR,RB=REBAa, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 51 UE-UTILITY EASEMENT GONG=CONCRETE SLAB. RNV--RIGHT OF N14Y,DE=DRAINAGE EASEMENT,CIL=CENTER LINE, O-DIAM'rER,TYP=TYPICAL I M=MEASURED.R=RECORDED,ENCR=ENCROACHMENT,COMP-COMPUTER ASH=ASPHALT,N/D=NAIL&DISC,SSE.FEE-FINISH FLOOR ELEVATION, OF THE PUBLIC RECORDS MIAMI-DADS COUNTY, FLORIDA OTS=OFFSET,PIP=POWER POLE,OHP=OVERHEAD POVUERLINE,VMA-VATER METER i--MQD FENCE= MASONRYMLL=1111 I I I Ill ELEVATION BA$ D ON LOC.# CONCRETE= .: :..:•'7••I :.: r.••I ••I .:•.: •:..s,:. ELV NOT VAUD UNLESS EMBOSSED WITH MAINTENANCE&DRAINAGE EASEMENT=M BD.E. CBM# TYPE OF SURVEY:BOUNDARY SURVEY SINCE 1987 SURVEYOR'S SEALI HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES; 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE thereon meets the minimum technical requirements BL.ANGo SURVEYORS INC. " AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 3) THE SURVEY DEPICTED HERE IS NOT 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#0007085 ANIL UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes. 555 NORTH SHARE DRIVE VERTICAL DATUM OF 1929.. 7) OWNERSHIP OFFENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachments, overlaps,easements Nil RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) 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 asshown hereon. (305)865-1200 Email:blancosLweyors<ncC?yahoo,cam Fax: (305)865-7810 RECRDE INFORMATION. 10)EXAM(NATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE OD REVISED: INSTRUMENTS,IFANY,AFFECTINGTHIS PROPERTY. -"/'( J, FLOODZONE: SUFFIX: L DATE: 9J11�09 BASE: 8r Additions or deletions to survey maps or reports by other than the signing party or pasties is prohibitedAE without written consent of the signing party or parties. ADIS N.NU NEZ PANEL• 0306 COMMUNITY# 120652 BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUEOF Spttfl PB" 4 REGISTERED LAND SURVEYOR DATE: SCALE: OWN-BY: JOB No - _PAGE 51 STATE OF FLORIDA#5924 1�7116 1"=20' F--Stento 14-10.6 __-__