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FW-16-1271 Permit No. FW-5-1 6-1271 �sHO1S°�t Miami Shores Village Permit Type:Fence/Wall 10050 N.E.2nd Avenue NE '0 t Wo*Classification, IronfOrnamenta! Miami Shores,FL 33138-0000 Per Perrxrit Status:APPROVED Phone: (305)795-2204 �YORtDp' Issue Date:6/22/2016 Expiration: 12/19/2016 Project Address Parcel Number Applicant 50 NE 93 Street 1132060130180 Miami Shores, FL Block: Lot: JERRY SANG Owner Information Address Phone Cell JERRY SANG 50 NE 93 Street (786)512-5177 MIAMI SHORES FL 33138- 50 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,750.00 PRO INSTALLATIONS FENCE&MATE (305)918-9001 Total Sq Feet: 67 Approved: Available Inspections: Comments: D : Inspection Type: Date Approved: Final Date Denied: Foundation Type of Construction:Other Additional Info:ALUMINUM FENCE 67 6 AND 4 HIG Review Planning Classification:Residential Scanning:3 Review Planning Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# FW-5-16-59736 DBPR Fee $2.00 05/11/2016 Credit Card $50.00 $74.20 DCA Fee $2.00 Education Surcharge $1.40 06/22/2016 Credit Card $74.20 $0.00 Permit Fee-Wire&Wood $100.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $124.20 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 contractor to dq t wor stated. /"June 22, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 22,2016 1 Miami Shores Village RECEIVED Building p De artment M Y 1 2016 10050 N.E.2nd Avenue,Miami Shares,Florida 33138 BY n' Tel:(305)795-2204 Fax:(305)756-8972 �\Y INSPECTION LINE PHONE NUMBER:(305)762-4949 ( � �� u� FBC 201 "f BUILDING Master Permit NoB� I b - I z PERMIT APPLICATION Sub Permit No. ZUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP -} CONTRACTOR DRAWINGS JOB ADDRESS: 0 5 /q.3 6 I City: Miami Shores County: Miami Dade Zip• \3 Folio/Parcel#:0—37?_C5.0—cz`3 Is the Building Historically Designated:Yes NO Occupancy Type:��� Load: Construction Type: tc-`�C�_.Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:--\g'`a S\-Z Address: '7--nC� :nc- City:'��`.��. ��SCS State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �U� Phone#: Address: �-�+— City: 'c-'s' �a. t:—d �`��J State: Zip: Qualifier Name: Phone#: 'tJ�<Qk State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ k__0 '1`—. Z:) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration m New ❑ Repair/Replace, ❑ Demolition Description of Work: �-\vim J{✓� '"1 I��-T_ Specify color of color thru tile: �Q Submittal Fee$ � Permit Fee$ � `�OR") CCF$ ' " CO/CC$ Scanning Fee$ 0z) Radon Fee$ 2— `W �DJBPR$ Z 'Q Notary$ Technology Fee$ 15 `G 6 Training/Education Fee$ ( ( 6 Double Fee$ 0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' 20 (Revised02/24/2014) 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 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. l Signature Signature NJ C)VVNER or AGENT CONTRACTOR The fcroregng instrument was acknowledged before me this The fo oing instrume t was acknowledged before me this oC day of A _ 20 , by ... ay of 120 , by who is personally known to �c�� ho is personally known to me or who has produced A�� as me or who has duced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: i Sign: Print: —� lC, Print: Seal: Seal: 141'k",,,"' TERESITA OLIVA TERESITA OLIVA .� MY COMMISSION#FF098095 EXFIP.ES: lune 23,2017MY COVMISSION#F098095 8o4WU.No*PuhkLhx\-I rs FIi?ES:.41e23,2617 ************ ************************ pwam- APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) CTOB z truction Trades iitY E OF BUSINESS � J ^g' g f- 0 '13SO0603 6 J LATIO a FENCE MAT � INC D_, . . COWART STERLING s certified under the provisions of Chapter 10 of Miami-face Countv Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT ABILL—DO NOT PAY LBT 5805065 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES PRO INSTALLATIONS FENCE RENEWAL SEPTEMBER 30, 2016 AND MATERIALS INC 6052849 DOING BUS IN DADE CO Must be displayed at place of business MIAMI, FL 33000 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED PRO INSTALLATIONS FENCE AND 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 09/24/2015 Worker(s) 1 06BS00603 CREDITCARD-15-048981 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Halder 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 Ba-276. MIMI®..= For more information,visit www.miamidade.aovAaxcollector 001063 a MIII III-ci aantractor'seceip Mrame ade Ca.unty, . State of Flor.lda THIS: IS 'NOTA 13ILL - DO'NOT PAY -5805065 x BU$INESS NdME/LOCA.TION RECEIPT N0 EXPIRES .PRO INSTALLATIONSFENCE&MATERIALS INC NEW SEPTEMBER 30, 2016 DOING%S.IN DADE:CO 7476737 Mustae displayed at piace:of business`< Pursudnt:to County:Code Sec 70-24, OWNER SEC.TYPE OF BUSINESS.-.;-;. PRO INSTALLATIONS FENCE&MATERIALfW SPI_CIALTY BUILOING'GONTRACTORPAYMENT RECEIVED . C/O STERLING COWART PRES OBBS00.603 sv Tax.CocLEcroR ,FY(s) 1 $35.00 11/09/2015 CREDITCARD-16=005502 For more iMormalion,visit www.mlamldade.go4/taxcol(clor 001082 Mun�c�pal Con#tactors Reeip „ ` Mlama:-Da;Cte County, State, 'oaf Flor'rca -THIS i$.:NOTA,BILL - DO NOT PAY .?805"065 ....o1NESS NAMEfLO�ATtOI�I REGEIPT,ISfO EXPIRES PROINSTALLATIC+NS FENCE&MATERIALS INC New SEpTEMB;E�i 3:0, 2016 DQING BUS IN DADE CO 747' 737 Must badisplaycd at ptaCe;of busistiess PursuanYto County;Code': OWNER SEC.TYPE OF BUSINESS PRO INSTALLATIONS FENCE&MATERIALOW SPECIALTY BUILDINGCONTRACTORPAYMENr RECEIVED C/0 STERLING COWART.PRIES O66S00603 By rax COLLECTOR Category(s) t 125.00 1-}/09/2015. CREDITCARD-16-005502 Forinore irdormation 41tit www miamidade goy]tax�gileeto E(MMIDDrfyyy A`�'® CERTIFICATE OF LIABILITY INSURANCE DAT05/9/2016 ' 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 Ton Iglesias NAME: y g ROYALTY INSURANCE GROUP P(A. No.Ext 305-233-5333 AIC No): 1 305-359-5117 8846 SW 129 TERR 2nd Floor E-MAIL ADDRESS: agency@royaltyinsurancegroup.com INSURER(S)AFFORDING COVERAGE NAIC# MIAMI FL 33176 INSURER A: Starr Indemnity&Liability Company 38318 INSURED INSURER B: Associated Industries Insurance Company,Inc. 23140 Pro Installation Fence&Materials Inc. INSURER C: Progressive Select Insurance Co 10192 2111 SW 23rd Terrace INSURER D: INSURER E: FT.LAUDERDALE FL 33312 INSURER F: 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 INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY W MMIDDIYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE ( TED PREMISESSEaa occurrence) $ 100,000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 5,000 A 1000370524161 04/10/2016 04/10/2017 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident _ ANY AUTO BODILY INJURY(Per person) $ 100,000 CALL OWNED SCHEDULED 44395079 02/19/2016 08/19/2016 BODILY INJURY(Per accident) $ 300,000 AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ 50,000 HIREDAUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB Id CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY y/N T Y LIMIT B OFFICER/MEM ER EXCLUDED?ANY ECUTIVE 7 N/A AWC1054213 11/15/2015 11/15/2016 E.L.EACH ACCIDENT $ 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A BUSINESS PERSONAL PROPERTY 1000370524161 04/10/2016 04/10/2017 LIMIT 200,000 REPLACMENT COST SPECIAL 1000 DED AOP DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 107,Additional Remarks Schedule,if more space is required) FENCE ERECTION I CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave Miami Shores Village FL 33138 AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD • Building Department September 8th, 2016 Miami Shores Village 1050 NE 2nd Avenue Miami Shores, Florida 33138 RE: Property Located at 50 NE 93rd Street Miami Shores, Florida 33138 Permit No.#FW-5-16-1271 To Whom It May Concern, Please accept this letter as confirmation of our visual inspection of the holes dug for the aluminum picket fence posts located at the above referenced property. There were approximately+/-(19) nineteen holes dug each measuring a minimum of 27" in depth and 18" in width. Should you have any further questions or comments regarding this matter please do not hesitate to contact me. Sincerely, Modis (11so—A -40 S 17 �O m , 3259 AFD r CHS ,� A R �� C-1 Robert K. Mo ' , NCARB, LEED AP BD+C,CDP Principal jy N � S too C:1My DocumentsTence City\2016-09-08-Architects Observation Letter-Miami Shores Village.docx 4955 SW 751h AVENUE FLORIDA CORP.AA#26001777 TEL.786.879.8882 MIAMI,FLORIDA 33155 WWW.MODISARCHITECTS.COM FAX:786.350.1515 rdered By: 1 idiall;r.sa,or- . NYl9511,Sr.' NE.95111 51. J '\ y - .... • • T — • .... •••••• S Scryitcs,lnc,i �; '' _ r, ..•• •. ;'MJJ701h SS' .. 4�,2�•• •• • • •• • •••• r ,' I:. — •l -'.nrlmthst 'fup 21>dblS Coegte ;p'1t� • :Soo*: • • • • • • • 0000 • ••••• 86.60• • • • • • • 88880 8888•• •• •• •••••• • • • • • • • 8888•• 8888•• • • • N.E. 93rd STREET ' ' • • • ••. . —�— — 20ASPHALT PAVEldENT OR!V£FYAY, 24' PARKWAY Plea tni miores Village CDNC.:SIDEY •`SOrO P M.' '' rv.�1295.00'(M)r.Jp.,/i- - - APPROVED BY DATE •[j -` Ap _ ZONING DEP f BLDG DEPT �1 � r,.ee• 'f �ts,4o' C` .s 14.63 p ` `.,D• WITH AI f_F f)f-RAL C.D.s. WALL "All n^)[I1('-)l I' N `L v ONE STORY h N ~ U p RESIDENCE 1� Y $A O m ri o X50 w h JO Q CFl; ., ry n !\ J N 1 2016 m � •�e� �--�:��-���� 10.11' ,I.O.l A/C Cx ' 0.J:• o Q� 1 1 1 �\J\ I 00.00 P; hf 1 ✓ ` r�r'•. 15' ALLEY TO ASPHALT I _ _ _ — — — -\ � V�y�,•` c� �o� � �a.�SCG�`f'�"� �-�,1'�\� a-� c� -�....� �--, o\ TA Accepted By: �. Property Address: Notes: NO NOTES 50 N-E.93 Street Miami Shores.FLORIDA 33138 =-���'S�Y�iRPT-M,TThK IIOV.'LKY SLA,EY IS allµlEYDCtFAE[T r.�aEstnlTlO•oFas,m^Yp1ESJ�•Sz�Etanoturna+.TI¢5 cdauFS PJfMT/E�cen:a,:.TEornua. M.E-Land Surveying,Inc. aF•4.Pn«::.gr FuotrCJ,remTE�s,RaL-w uolwoc�opFsslor+a t sua,eras u+oomEJL '''+'•awe»^uoj+u� ��c�eaaisCr o+r„on,rcoama srw;ures. 10665 SW 1901h Street 'gr `�1 S. Suite 3110 SIGNED e+ '-A:'1` a FORTHE FIRM Miami,FL 33157 EFR�LN lOVF2 Phone:(305)740-3319 STATE OF FL. Fax:(305)669-3190 I.T'vwvinIL 'L J. -,iaaE 4CS,GUTIAEAt�WDC.R1U.Tm F1FCTRGdC SE:.1.A,.9(OR TlgE wsnuac vx-�wm uo„eoarcn+:Lnat�Eac oFau�+scoswvnroa a-a LB#,7989 • - r� Surveyor's Legend PROPCRTY UNC STRUCTURE rN0 rouno!Roll PIPE/ D.R. BEARING RCFCR(NCC TCL TCLCPNDNC FACILITIES rif-...:t.11 CONC.BLOCK WALL PIT!AS IIOTCO ON PUT [; CENTRAL ANGCC OR DELTA U.P. UTILITY POLE —A—X— CHAIN-LINK FENCE OR WIRE FCIICC LBP LICENSE P-BUSINCSS R RADIUS OR RADIAL C.U.O. ELECTRIC UTILITY COX WOOD FENCE LSP LICENSE P-SURVCYOR RAO. RADIAL TIE SEP, SEPTIC TANK IRON FENCE CALL CALCULATED POINT N,R, 1101 RADIAL 0.1, ORAINFIELO ----- EASNENr SET SET PIN TYP. TYPICAL A/C AIR CONDITIONER CENTER UNC CONTROL POINT I,R, IRON A00 S^V SIOCWALK CONCAETC UONUUEIIr GI.�//./•JLJ WOOD BECK I.P. IRON%PC pWY ORNCWAT DENCHUARK NEO NAIL A DISK SCR, SCREEN �— CONCRCTC RN ELEVATION PK NAIL PARKER-MOR NAIL GAR GARAGE f7-//TT/1 ASPHALT P.T.PPOINT Or TANGENCY D.H. URAL HOLE INCL CNCLOSURC P.C. POINT Or CURVAIURC Q^ WELL N.T.S, NOT TO SCALE fJf YSj^CS'� BRICK/FILE P.R.H. PERMANENT REFERENCE UOINHENT © FIRE HYDRANT r.r. FINNISHCD FLOOR 41:L4'L'L:G WATER P.C.C. PoHn Or COUPOVNO CURVATURE Q U.N. MANHOLE T.O.D. TOP Or UNIX P.R.C. POINT OF RCVEASE CURVATURE O.N.L. OVER14EAD LINESC.O.W. LOGE Or WATCR APPROXIMATE COG.,Or WATER P.O.V. POINT or BCOURIRIO Ti TRANSIORUCR E.O.P EDGE Or PAVCUCNT P.O.C. POINT OF COMMENCELICNT CATV CABLE TV RISER CONCREIC VALLEY GUTTER COVERED AREA C.V.G. ' P.C.P, PCRMAIIENT CONTROL POINT 1,1. WATCR MCTEAO.S,L BUILDING SETBACK UNE D FREE MFIELD MEASURED P/C POOL IDVIPMFIIT S.r,L SVRYET TIE UNC l,X POWER POLE P PATTED MEXSUR,.'H' {T-ICONE. CONCRETE SUB C CENTER UNC r ' 1 CATCH BASIN D DEED A.A. CASEUETn R/W, RIGHT-OF-WAY C.UE. CGLNTY UNuIY CASCU-sui C CALCULATED p,t. DRL!IAGE EASEMEI:tP,V.C. PUCLIC UTILITY EASEUEIIT COOESS.,A'+[LENT LU,C, IA.✓.0 OP.IA:ID:CAPC UAINI.CSM. L.U.E. L DScArc GLrFIR EA;.,HENT Cy,,C, CANAL UuHILIJANCC CASCUENI' V.C. UTILITY EASEvENT R.O.C. Poor OVERHANG CAS•�,EIII LA.[. UNITED ACCESS CAS(uCNT :..I. ANCHOR CASEMENT see* Property Address: General Notes: • •••• •••••• . • • 1.)The legal Description used to perform this survey was supplied by others. •••• • • This survey does not determine or is not to imply ownership ••+••• • 50 N.E.93 Street y P Y P • ..• ; •••••• Miami Shores,FLORIDA 33138 2•)This survey only shows above ground improvements. •••••• Underground utilities,footings,or encroachments are not located on this survey map • + • 3.)If there is a septic tank,well,or drain field on this survey, •••• • •••••• Flood Information: + • • • • the location of such items was shown to us by others and the information was not verified. •••••• •••• • ••••• 4.)Examination of the abstract of/Tile will have to be made to determine recorded instruments,it any,effect this prop) Community Number: 120652 rty.The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the 51M•••• • • ••�••• Panel Number: 12086CO302L 5.)Wall ties are done to the face of the wall. •••••• ••••++ 6.)Fence ownership is not determined. • •••••• Suffix: L 7.)Bearings referenced to line noted B.R •••••• • • • • • • Date of Firm Index: 8.)Dimensions shown are platted and measured unless otherwise shown. • Flood Zone: X 9•)No identification found on property corners unless noted. • • • • •••••• 10.)Not valid unless sealed with the signing surveyors embossed seal. • • •••••• Base Flood Elevation: N/A • . • 11.)Boundary survey means a drawing and/or graphic representation of the survey work performed in the field,dEl.�c•• � •••••• Date of Field Work: 09/08/2015 be drawn at a shown scale and/or not to scale •••+ • • 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted • • • Date of Completion: 09/09/2015 > P •• • 13.)This is a BOUNDARY SURVEY unless otherwise noted. 14.)This survey is exclusive for the use of the parties to whom it is certified.The certifications do not extend to any uI named parties. 15.)This survey shall not be used for construction/permitting purposes without written consent from Miguel Espinosa Legal Description: Lot 6,of Block 2,of Amended Plat of Miami Shores Section No. 1,according to the plat thereof,as recorded in Plat Book 10,Page 70,of the public records of MIAMI-DADE COUNTY,FLORIDA Printing Instructions: Certified To: While viewing the survey in any PDF Reader,select the File Jerry Sang Drop-down and select"Print".Select a color printer,if Clear Title Services,Inc. available;or at least one with 8.5"x 14"(legal)paper. Old Republic National Title Insurance Company Select ALL for Print Range,and the#of copies you would its successors and/or assigns as their interest may appear. like to print out. Please copy below for policy preparation purposes Under the"Page Scaling"please make sure you have selected"None". only: This policy does not insure against loss or damage by reason of the following Do not check the"Auto-rotate and Center"box. exceptions:Any rights,easements,interests,orclaims which may exist by reason Check the"Choose Paper size by PDF"checkbox,then of,orreflected by,the following facts shown on the survey prepared by_ click OK to print. EFRAIN LOPEZ dated 09/09/2015 bearing Job#B-10223: a. NO NOTES M.E. Land Surveying, Inc. IS 10665 SW 190th Street,Suite 3110 Miami,FL 33157 Phone:(305)740-3319 Fax:(305)669-3190 `KW LB#:7989 ATGRADE DRAWING VALID ONLY WITH ORIGINAL FRANK L.BENNARDD,P.E. MECHANICAL ALUMINUM FENCE PE#0046549 SIGNATURE AND RAISED SEAL.VAL FOR 500FT OF FENCING AT(1) (-- LOCATION PER SEALED DRAWING ( " I� (NON-STRUCTURAL, DECORATIVE BARRIER,TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ/NON-HVHZ) (SEE GENERAL NOTE #3 FOR POOL APPLICATION) 2/29/120 1 PICKETS MAY RUN THRU OR STOP AT DECORATIVE TOPS ADDITIONAL DECORATIVE IF CHEDB,CEMMNG P.E.PPP- TOP RAIL,TYP. INTERMEDIATE RAIL( < 4"OPEN GAP) (SHAPE MAY VARY) STYLE OPTIONS ALID FORT PERMIT ONLY U.N.O. VALID ONLY WITH ORIGINAL ENGINEER S J� SPA 2 SEE TABLE FOR POST POST,TYP. EAL INTERMEDIATE SPACING REQUIREMENTS (ALL LIMITING DIMENTIONS ON 1-1 SHALL APPLY) rn 3 7/8" MAX.* 1RAIL,TYP. OtD tVPICKET,TYP. DECORATIVE CAP Z �VoMAY VARY r�r^^ w m "'YZ TYLE#203 STYLE #600 STYLE#300 STYLE #403 W ED �wSTYLE #200 1rn ~ w I�1.JLL Ln a X w ikZw O mg'u,c#•12.SMS@nQ ��wEAC_, EMBER W LU ♦ r� §Q wO L o CED TO REJECT _Z fiOP/BOTTO,�1, x = ' ` 1( H 1� I I T a m LIJ A 4"SPHERE ��TYP. ` >< w 1" W W p y_j �z W U " m� LL � �f �`Il ` UL o STYLEir 50Y' STYLE#502 3 O Z a a , o o * STYLE#400+ a U1 w a=w �. v WHEN USED FORfn POOL APPLICATIONS o w W LL SEE FOOTER PER FBC 454.2.17 NOTE FOOTER NOTE: FOR t _ HVHZ APPLICATIONS, m ° 3 TOP OF FOOTER a a SPACED TO REJECT \\\/ / ° %w SHALL BE 8" BELOW 1 * ° ~ GRADE STYLE TALON '••' 1-1 z 3 BOTTOM RAIL, A 2"SPHERE O m • • �••••� N a•• ••• \ / ° O / BLUNT ENDS TV CORE DRILL, 3" DEEP INTO EXISTING / ° w STYLE#900 0••0 : .00 Z • 1 TYP. /� STYLE#800 z O 3 KSI CONCRETE,AND 6" MIN. EDGE N F--1 • • • O o • DISTANCE FROM CENTER OF POST TO ANY N TYP. FENCE LAYOUT CONCRETE FACE FILLED WITH HIGH 6", �/ /A .0009. ••• • Q o:• ••: 1 (MULTIPLE OPTIONS SHOWN) TYP. �, ° w w O'• ••• STRENGTH, NON-SHRINK, IRON FREE, •••• iL w• = c • CL 1 N.T.S. ELEVATION VIEW NON-REACTIVE(3KSI MIN. )GROUT,TYP. \�, \� • •• • •�•' POST FOOTER TABLE(DIAMETER xDEPTH):..--. � •••••• Q 49 z. 'I-J•• •• 3 KSI CONCRETE g POST SPACING FOOTER IN WELL SEE-_ 1-1 •• •• J a 5.0 LU z•• •• x FOOTER TABLE'- LL C7 54'-0" 4'-6" Y-6' COMPACTED SOIL,TYP. - • •••• Q w OU 2 • E w 48" 12"x25" 12"x26" 12"x28" U zUl EU71 60" 12"x28" 15"x27" 18"x27° FENCE EXTRUSIQ,IVSr z Vm04�• z Z6060:6 2.500 O 72" 18"x27" 6061-T6 MINIMUM. GENERAL NOTES •�• • Q•• •i m d EXTRUSIOMTO.LERi4NCE5\ O.BES R' 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF 41i! • Q 0000 j c• " i FLORIDA BUILDING CODE 5TH EDITION(2014). _• ' • co NOTES*. ••® NOT APPLICABLE INDUSTRY-STANDARDS N 0,05$ 2. DESIGN BASED ON ASCE 7-10 USING V,,=115MPH/V,�=90MPH(3 SEC GUST,UP TO 6'-0"WITHIN HVHZ), •• • Q n y c�� EXPOSURE'D',RISK CATEGORY I,USING THE 'OPEN SIGN METHOD'.70%OPEN USED[N CALCULATIONS. U O W • •1. FOGIT�AIGbIMENSION,vISTED AS"DIA"SHALL BE EITHER THE DIAMETER OF A ROUND 2.468 r� REaJ4-x 3. FOR POOL APPLICATIONS,PER FBC 454.2.17.1.8:POOLACCESS GATES WHEN PROVIDED SHALLCOMPLY WITH FBC LV � u • FOOTING OR TH��7fAGsJNAL DIMENSION OF A SQUARE FOOTING.THE ACTUAL FOOTING 454.2 AND MUST BE AT LEAST 48"ABOVE GRADE&EQUIPPED WITH A SELF CLOSING,SELF LATCHING LOCKING DEVICE O Q ••• • L° • NOT LESS THAN 54"FROM BOT OF GATE.GATE MUST OPEN OUTWARD AWAY FROM POOL&MUST HAVE NO OPENING LJL • c? W![7T1I�F A SQUARE FOOTING CAN BE CALCULATED AS SQRT(DIA^2/2). FOR EXAMPLE,A >1/z"WITHIN 18"OF RELEASE MECHANISM. • ¢ DIAETE9 OF 14:VUOUIb BE A 14"DIAM CYLINDRICAL FOOTING OR A 10"X10"SQUARE N 0.052 TOP CAP HR-1& 4. SEISMIC DESIGN DOES NOT GOVERN.SEISMIC PARAMETERS CHECKED:RISK CATEGORY II,IMPORTANCE FACTOR 1.0, • N ri -4•750„�- SS=0.05533,S1=0.02187,SITE CLASS D,Sd5=0.059,SD1=0.035,SEISMIC DESIGN CATEGORY A,BASIC SEISMIC • o FOOIRNG SINCE SQ}FT(•tt-2/2) = 10" SNAP PLATE HR-2 FORCE-RESISTING SYSTEMS ALL OTHER SELF-SUPPORTING STRUCTURES,DESIGN BASE SHEAR 25 LBS(WEIGHT OF ••• _ — p U •• • TOP CAP HR-10& to }——2.000 } TRIBUTARY MAX=500L67UP_TO lOFT ABOVE GRADE),C5=0.047,R=1.25,NON-BUILDING EQUIVALENT LATERAL FORCE •• • • P/ • ...... .� n 0,040 PROCEDURE ANALYSIS. �•_ • •� SNAP PLATE HR-11 S. THIS'FENCE.DESIGN TO BE USED AT GROUND•SURFACE ONLY,WITH USE LIMITED TO DECORATIVE BARRIER F o rn w'o z •• ''� -��J t PURPOSES.ONNLY THIS FENCE IS OT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR ¢ N F o Q I'1 7EI�� DIATE FENCE�B:RACK1 "Y X1.000 1 N� �� 3/4"PICKET HR-13 STRUCTURAL RAILINGS.' J w ••A O 6. ALL FASTENERS TO,BE�#1Z 4;,,gR GREATER72024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR • LL 1 • �2 ti •�• (2) #12'x•3/4�,SMS_ ` v� 0 0 0.066 ESIGN MCADMIUM'A UALD SKTIOORIOTHN�3I THE ALUMINUM ASSOCIATION,NCA&APPLICABLE COMPLYL AND SHALL DERAL,STATE SAND LOCAL CODES. =.4,THE ALUMINUM U U m w `N EXISTING 3KSI o 0.044 r�i ••• • •• t • 111 PER CLIP,,TYP` 0.050 7. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM,ALLOY TYPE 6061-T6 OR BETTER,U.N.O. Z w i -LL • • • • - ♦ CONCRETE HOST '~ 8. ALL CONCRETE'SHALL BE"GNCRACKED' L WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND 3: H U U o 3 c�o •A • • / IL _ \STRUCTURE(VERIFIED t. 2.020- t SHALL BE MINIMUM 1.5X THICKER THANAN�MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED 13 W - ' ��?'.I •�, •••• M • i �� 1"PICKET HR-5 COMPRESSIVE STRENGTFLOF THE'CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE.CONCRETE w S w o • • N o o (2) �'ITW�SS' BY OTHERS)OR 6061-T6 SNAP PLATE HR-11 SNAP POST HR-4& FOOTERS SHALL CONTAIN MIN 0.1%•FIBERMESH ADMIXTURE PER CY. o N •••• TAPCONS PER CL'IP-_] ALUMINUM POST 9. SURROUNDING SOIL TO BECOMPACTED TO 95%OPTIMUM DENSITY,2500 PSF MIN AND SHALL BE CLASSIFIED OR ¢ &w I 0.065 SNAP PLATE HR-2 W E- EXISTING 3KSI SPACED 2 O.C. W/ VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. o o o ••_ -• , �_ —..j 10. FO_R' WMINUM-ATTACHM NTS ALL ANCHORS HALL.-BE'SPACED WITH 2xDIAMETER END DISTANCE AND 2.SxDIAMETER O s w o CONCRETE HOST rl ' E�16ED INTO �2xz'1/8' 6063-T6 1.625 J,MIN SPACIIJG TO"ADJACEIJTwANCHORS tUNLES NOTE OTHERWISE. Z t 0.K 1 a STRUCTURE 3KSI CON"CRETE AN16 ALUMINUM ANGLE f— •795 } 4•• i 4 o11. THSC�ONTRAC�IUR ISRESPONIBL.ETO"INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT �U,�l a o 0 (VERIFIED BY 2%z" EDGE D��STaNGE f �I� '' SNAP PLATE HR-2 0 0.045 12. ELECTRIOCAL GRO�UN WHE QUIRD�.,ro.6�ESIGNED&INSTALLED BY OTHERS. f N a _ OTHERS)OR 6061-T6 FROM ANY'CONCRETE y '. 1 000 + 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY z a ALUMINUM POST FACE,TYP. OR(2)#12 2 #12 X 3/4"SMS P 0.097 CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL COPYRIGHT ENGINEERING EXPRESS® 1 ( ) FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,CONSTRUCTION PRACTICES X 3/4' SMS INTO 2" PER CLIP,TYP. I BOTTOM CHANNEL BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. ALUMINUM POST, 0.125 HR 12 14. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE.ENGINEERING EXPRESS SHALL 00-MPS 14-602 ----- ALT.TOP AND BOTTOM O r 1.800- TYP. NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. CN RAILO DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY, SCALE: D -- --- BRACKET OPTION o 0 SNAP POST HR-4A&SNAP � BUT MUST REMAIN WITHIN THE LIMITATIONS SPKIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY OTHERS. of E � � (2) #12 X 3/4„SIMS N PLATE HR-2(PERMIT'ED 0,070 ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON � { 2 1/4' 1' PER CLIP,TYP. ONLY FOR POST HEIGHTS O DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND I1 idFABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT @LFEN:CE OM UP TO 48") t-.-1.795-- i PERMITTED AND INVALIDATE OUR CERTIFICATION. 1"x2"x%R" INTERMEDIATE/BOTTOM CHANNEL 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. CHANNEL BRACKET INTERMEDIATE RAIL w HR-3&SNAP PLATE HR-2 0