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FW-16-3161
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. FW -11-16-3161 Permit Type: Fence/Wall Work Classification: Wire Fence Permit Status: APPROVED Issue Date: 12/15/2016 Expiration: 06/13/2017 Parcel Number Applicant 134 NE 100 Street Miami Shores, FL 33138- 1132060132150 Block: Lot: COLLIN AND TRACY ROSS Owner Information Address Phone Cell COLLIN AND TRACY ROSS 134 100 Street MIAMI SHORES FL 33138- (305)494-3557 134 100 Street MIAMI SHORES FL 33138- Contractor(s) FIRST FENCE USA INC. Phone (305)528-6940 Cell Phone Valuation: Total Sq Feet: $ 2,450.00 74 Approved: Comments: Date Approved: : Date Denied: Type of Construction: Wood Fence Classification: Residential Additional Info: 60" CHAIN LINK FENCE INSTALLATI Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $100.00 $9.00 $2.40 $117.80 Pay Date Pay Type Invoice # FW -11-16-62112 11/18/2016 Credit Card 12/15/2016 Credit Card Amt Paid Amt Due $ 50.00 $ 67.80 $ 67.80 $ 0.00 Available Inspections: Inspection Type: Final Foundation Review Planning Review Building Review Building 1 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 ELECT R1 L, PLUING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI construction a at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating more, I authorize the above-named contractor to do the work stated. Authbri edSignature: Owner / Applicant / Building Department Copy Contractor / Agent December 15, 2016 Date December 15, 2016 1 w eco -3i (01 A N; i\*We 09 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 "n" INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1L( Master Permit No. P w l (0-3)(0 1 Sub Permit No. NOV 1 8 2016 !! ,+,..Q--ectp • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n% CONTRACTOR DRAWINGS JOB ADDRESS: 134/ �V E /oO/•1 f City: Miami Shores County: Miami Dade Zip: 3 3/39 • Folio/Parcel#: �J — 3070.4 ` 0/3 - o7%S0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C() Gj /1// 0, ROSS Phone#: Address: / 3y ti /oo s City: /6'n hp SA491'11.3 State: /�"� Zip: 3 31 J Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: / raj / /�[Q 'Ce C/ S 4 2-71/e Phone#: 3o55?' ‘/yo Address: 9 ? So 4( 9 City:/(� J State: re.. - Qualifier Name: p O�'L02 � T / ✓%c7 Phone#: .�'%✓�,j a� G/ {/v Zip: J3/6 - State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Certificate of Competency #: f�,Q,� !�O 6(i 3 Phone#: City: State: Zip: Value of Work for this Permit: $ J pmol'/ - Ca 0 Type of Work: ❑ Addition n Alteration , New ❑ �Rree air/ place 11] Demolition Descript'on of WOW' C. /i .r Lr..I�(/#ie .� ✓!f / �.1� .\ I�.C.,�/'7 '�e� an O J I/ma c A/ Gv/G' ho izoo 4 ' ra..ep coo„,7/A,,,,, eiikk i-- k, ei e e 40 Ai Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ Square/Linear Footage of Work: ?i/L, (Revised02/24/2014) TOTAL FEE NOW DUE $ 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. Signature Y Sign OWNER or AGENT The foregoing instrument�was acknowledged before me this 1 f~ r day of " V Je4'11 p'!Z. , 20 1 , by Co t( r►-+ 1--a 5 / , who is personally known to me or who has produced identification and who did take an oath. CONTRACTOR The foregoing instrument was acknowledged before me this r7I` day of v'�V"" , 20 l 11-0 42,t by , who is personally known to as me or who has produced identification and who did take an oath. NOTA' ' PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: or' My Comm. Expires Oct 13, 2017 Sign: Print: Seal: as ********************************** ********************************************************************** 01) IAA Plans Examiner n o 1� rp" Zoning Clerk APPROVED BY Structural Review (Revised02/24/2014) PREPARED BY Land Surveyors, Inc. www.exactaland.com Toll Free 866-735-1916 • F 866-744-2882 PROPERTY ADDRESS: 1,'"011Z3iir "11P./ mvw S.x1 C,:re Nr 3951151 1realmenl fa z Ce -iter NL 980 St y NE 978, St DOCUMENTS/S//61216/14399152/0/90 /F G MIAMI 5509/5. FIELD WORK aE: 8/18/41? R%1 DA. (REV.O 8/18/2015) 15061680 BOUA[URYSURVEY AIAAI•LIDIECOUNTY lib SURVEY NUMBER: 1508 1660 v ji 18 NOTtS: LOT AREN89 TO De 9ERYICCD DY CRY WATER AND 5, MINCE O'.9 IIP NOT DETERMINED NIST 1/2 OF LOTII BLK I (NOT INCLUDED) w 1c BIT. 16 5 90'00'00' E 275.00' (PMA) B.R. (ASSUMED) '59359' E 74.97 (M) 5 90'00'00' E 75.00' (D) In 14.7 14.0 14.0: 1/r rr NO NOD DIDOC CORIlR t I/2 OF :T I I /6 —4 LOT IO BLK / 6 1 51V. ICS #1114 16.9 .0T 9 K 16 • Ae-.) 1 pi; RC1 a5 to ivs- 116 yvl� 6 lir f? NO ID claOibId tubule my eta sow Reside Boird Of Q' 11-17dtu 30 0 15 30 GRAPHIC SCALE (In Feet) 1 inch = 30' ft. MILK VALENTINE I1•BaiRaie Pid aablWthrew aid lbw Llama 16.4112 Use of This Survey for Purposes other than Intended, W thorn Written Verification, will be at the Users Sok Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Glve ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERIQING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY AT' RS T L OCATED1NZONE X. THIS PROPERTY WAS FOUND IN TFTF.VILLA OF MIAMI SHORES, COMMUNITY NUMBER 120652, DAVJP 09/11, •• ••• • • • •3E CLIENT NUMBER: YOINTi6 OFNINTiRESI • N ONE • VISII:LE• • • DATE: 8/18/21 BUYER: COLLIN ROSS AND TRACY ROSS • • • • • • SELLER: • CERTIFIED TO: COLLIN ROSS AND TRACY ROSS; PERDIGON TITLE SERVICES . • •• • • • 1_ This is page 1 of 2 and is not valid without allay. • • • • • • •• F -T Florida Land Title association vria •• •• • • • •• • AFFILIATE MEMBERS • ••• ACTA In isuz- eprs, Inc. www.exactalandcom P.866-735-1916. F.866-744-2882 1.a r337 • • • • • • • 11940 Fairway Lakes Drive, Suite 1- Ft. Myers, FL 33913 • REPORT OF SURVEY 1508.1660 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 10 AND THE EAST 1/2 OF LOT 11, BLOCK 16, AMENDED PLAT OF MIAMI SHORES, SECTION ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED ON THE SOUTHERLY RIGHT-OF-WAY 1 LINE OF N.E. 100 STREET, LOCATED WITHIN AMENDED PLAT OF MIAMI SHORES, SECTION ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located ori this survey map. 3. Ifthere 4 a septic tank, or drain held shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties Is prohibited without written consent of the signing party or parties. 6. Dimensions are In feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at wwwfema.gov. 9. All corners ners marked as set are ata minimum a V,"diameter, 1131 iron rebar with a cap stamped L687337. 10. If you ar reading this survey in an electronic format the information contained on this document is only valid ifthis document is eknranicaly signed as specified in Chapter 52-17.06213) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. Ifthis document is in paper format itis not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract oftitle was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for darity.The symbols have been plotted at the center ofthe field location, and may not represent the actual shape or size of the feature. 13. Pants of Interest (POFs) are selected above -pound improvements which may be in conflict with boundary, bolding setback or easement lines, as defined by the parameters ofthis survey.There may be additional POI's which are not shown, not called -out as P05s, or which are otherwise unknown to the surveyor. These POI's may not represent all Items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, ofExacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.5.558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity. LEGEND: URVEYOR5 LEGEND U[MOt sour •••••••••• AC Mt C0101101•0 0. DO.55RARON OC. MC11011 ® •.0. MONO 10Q133:10C LL MallS0, 0011C TM( •.G 111021011010 ILL 0010.011 few. Dora OMPMLVMOR M. MTaSlld MD WOW MC L81NA.TK 1 ••.?..?. SOCA _ •100. 808855 IN 1123!!1-•1.1!5 IMC fen 110 a004W 71110 MAWS W •M 1131000" 10010•-500003 10:8 MT C1MUa•RW 11113 MCC RRL M5508*5 1•ICION 101 W M:MIal3) OWL LW, SIMI !MOOR M1AT. •0345 11.L MAP 00011 RT.L M•1eVR UM •• 11A300 WMD0 W MLJ. 10110000 rK00M 3V 3131CR Wee ORO,=- (0 01O.U119 Mf. MC PDC! SW MRWOA MOI 5060 c CUM CIL 110111011AL 9W. !111101/ CA1V 001810. 030 8.TA 11010861! IMA natroorraertwas. 0031/5580 INS CO. C011002 101301 O.W. ON COMM SIM 16 1001101! MUMS 0M. CM/CY 040 ON MONO T.O.S. 10 R MR SAW& 1S MC C.V. assn UM 1002 01. 01000C R SU•LCT PACS loaf. 10•170 113=15=1 C.O. 0080 030110/16OUT 0L030110/16 101 11N310OCt COIL. 0011011! OO. 00600011* M. TRIOL •0001310 COIL 0031100 OM MCC Of9U33CTMARL WL UORY Met V11111.1311:301* COMCRl seems ORD. OLn6IAL WC= 000C MC 011108 00010 C.V.G. warm wrier sumo 0A0. CMCVA MCOO VOW" MM 803060160 CL COMM 00 FOWL WI, •00001M CC WRNS 11115t rrrarMMr a OOr32"O101 OD OMIT W 13/001101310000 OM f�-jl MO, 03 COCA= VI ND W •WlOtwlK ...."•0 l7 7 A ___ RI* ,. 8* P.D. 51AT VOX V!. VAMPS= l�1 o.r. PRAM MO P.C. NMT Of 0.110.30.110 c Cl I n Ow mow P.C.C. POUR Of 01.001110 QNrOLW2 M1p1 Ezj W32D ® OLV. =venom P.C.,. 50018055 CONTROL PONT AL CalCMD10R Old 3100013 ret TOOL m.a10R A1L2. .010103 0101055 51/09: MINIUM!_ 30. 01TMNa0! PC PILL CML CNA. MWIOWICC MIR. OA 001601lla 113 00101 WM C.UL C0101Yo(MRY HMR. COI. OMC O0v3r10R RS ICOR SO MO" 0.E. 0N1R0A1001t ♦ COROL.NULar06TA Caw. 00013001 RT P4Nna O.UL WNW ND ULM,n DIAL 0• mac=mane •0 P.O.B. Nair OI MM•• OMT. 0000511 /� OO.I011ON0plf r) 500 PA.G POW ?00.101mM 6aea 0101010003 SR. • WNIIOLNMT 504 no. COOT! MOaAdr r.r. MO= PM MC 100.0101 MOOR etaf PULG POW Cr POMUSE 0.11130110 D•L • 202113 bourn Zr4.° A0203R. LAL WIRD AG3 OM ili CATO •aDM fl. MM9DPONP MAL 11110011331031:10:1101100.00111u". LV*CMOUf6GMr. 0.001011fl 5055 MOM PR M A PI CICISC W 31.111V0131 L.E.01030/1 0115. MC 6080 0011 PM 4 CAP NO Mena V FM 151110111 1R 6 bLOU OA LYCOCAPC 11 80 VON I.T. PONT CR 040:3110 Rua 1041510101010 0315105sy • 0 mar MOMIM AErr rat POO PCS a00a CN' a RAMA w wax we wanner= 09008 E- Q.6000 mom= /1110 FOUND NAL 4 WC A Remy eve. POUC IrIO1309OW O 1tNf10! /1D• 0300 m 10011002 M.Ol. ROOF nAre•WC MR. e Mt PPM MUM 1111010.0101111141. AW MGR woe. D.WL OOa91L030/13R Marmot WM POLL 513100 route ram 4 CM 01 RRVer SWILL 510101 0101:11 Wei r1001" 60105806006000 8AL 000A0101 MNU•0aR MAT. CAR GLUM 8.C.L SLMker00e1•l hal TALL 1!01071 ..LUURYSIT. OM 6a5.Ct R SOL SCAM Ul UNTYo7fnat , I ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Eletironk Signature Act o11996 or Florida Statute TITLE 00050, Chapter 668. if this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, I Pis survey PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button Under the "Elle"tab. 2. Select a with legal sized OFFER VALID ONLY FOR: COLLIN ROSS AND TRACY ROSS r "'7 lnswh4 is ryeyst.ss validate the helloPDF. if 1hwoS,nr0VsNMlPD surveys sent SiywuredPDF wheys shash viawwwisvaMlcom. printer paper. 3. Llndel♦fOnt f�rye♦dlsjSelMtthe "SII"fog/e. • • /`w_- you must download atua hash calculator.. tree hash cakuiamns avaamle for 4 Un�r the "Page Httdli,Rj"*tiwn nleotth?nunfer1 A V Ues www w00.aO rawam.5ntem4aPMArayw.•.e ls. +(air t 5 /.• N I In order to validate the Elearorxc Slgnatwe el any survey PDF sent Ha www.,uneysrancom ,, Downiaxl the WshCaku.aoravalable at www .a....a.....491,019 n4}Ww daeerN.arwM/Hsrw ,aakyl.r-N,rilt.html of copes that yc• vpuld8ike • pri•. • • • • 5. Unite," sation dr8p clow: me:u, • 1 select "None." 25% O 2 Sart the Survey PDF o oyour computerfrom wwwwweystancom or from the email sent from wwwwrr, eysarscom 3. Click the square Browse button in the upper right hand corner of the Hash CaLubla to find and select the saved Sone/ PDF document, and tick the COMPUTE bunco in the lower right hand caner of the Hash Calculator. 4epmp etnemd9tstringwtwa en nthe sHAlli etotne4odgit SHA-i[hamlets b the survey hmejobfile snnwwsurveystascanwhich .s also printed on the irwoice for that survry. 5.If the 40digt string d SHA -1 caters see exactly the same on the invoice (arnneaneyfleaww«.a.ewystascaNasdn.are nlheoadsCdod. , then this PDF is authentic if to 40 digitYdna rirg characters doesmatch 6. Unchedc the "Auto Rotate and Center" chedtbox. 7. Check the "Choose Paper size by PDF"checkbox. 8. eli 01 V t. • • • •: • •: • 1l•pg IPE +MITE • • • 1. IIn rn r •pyntsveer�chase"Pe%t •. ••• 2•i)OOse"�lallty"from 14*Opt ons.• • 3. Change from "Auto Color" or "Full Color" to• "Gray : • . ••• • UP 103500 11 ANY FUTURE SURVEYING SERVICES ON THIS PROPERTY , • .-•- . or oJ.T • - - , .t.s to exactly. then this PDF has been tampered with and it is not authentic Scale". r J It Exacta:Laryd Suryeyor6, Inc.• • • • • vlw.exacraland.com • • • • • • • • • • P.866-735-1916. F.866-744-2882 LBI 733} V J ••.....2! f A11941LFakway Lakes Drive, Suite 1 • FL Myers, FL 33913 _ -0 _ • • •. •. ••. •. • • • • •.• • • • .•• • .. ••• .• . • •••.• •• • •••• •• • • • • • • • J • ••• • • • • ••• • . •• •• •. . •• ••. Z •• . 72 J • • • •• • • • • • • • • • • • • • • •••=1 • • • • • • • • • * • . •• • • • Horizontal Wood Fence on Aluminum Posts 72" 1 1"x6"PT wood pickets \ � 11 +typ. •¢ . • • • • • , . • • • • 1 . /2 •• ••:• f [= • ••• , • ` 1w .1 ,„ .773 =cr.!t' r 1.' 1/4" carriage bolts E f1 73! 2.. 3" i Typical Fence Panels 14"0 x 30" —� 2500 psi Conc. Notes: All hardware shall be stainless steel or hot dipped galvanized, use oversized washers on carriage bolts. Dimension lumber shall be ACQ pressure treated and all cut ends shall be 2% copper napthenate treated. Concrete shall be 2500 psi at 7 days. Compact all disturbed soils to 98% standard proctor density. Posts shall be 6061 T-6 aluminum, powder coated after drilling for carriage bolts. Design: 2010 FBC & ASCE 7-10, wind speed 75 mph, exposure C. No changes allowed without written authorization from the engineer. This fence is not designed for use as a balcony rail or other raised structural barrier. 2" x 6" PT wood nailers 19'/" 19'/" 1 191/3' 48" J 72" #12x3" Deck screws (4) per post per picket NIL 1/4" — r*� 4" carriage bolt 2" x 6" PT wood nailers Attachment Detail 2W'x2'/2"x.125" J Typical Section • 1%2" • Deck Screw Spacing William F. Flaherty, P.E. 25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 48" Horizontal Wood Fence on Aluminum Posts 48" 1"x6"PT tiT =D typ OLLF tri IE 773 =a.; tr7! ;7 -al =aj :1 1613 x 30" —� 2500 psi Conc. 4 Typical Fence Panels '/" carriage bolts 2" i 2" x 6" PT 19'/3' 4 19'/3' 72 19'/3' J 8" • • • • • •• • • .••• • • #12x'3". Deck screws (4) per post per picket "' Attachment'Db it • •. • • • • • '/z" x '/z" x'125+ • • • • • •• • J Typical Section Notes: All hardware shall be stainless steel or hot dipped galvanized, use oversized washers on carriage bolts. Dimension lumber shall be ACQ pressure treated and all cut ends shall be 2% copper napthenate treated. Concrete shall be 2500 psi at 7 days. Compact all disturbed soils to 98% standard proctor density. Posts shall be 6061 T-6 aluminum, powder coated after drilling for carriage bolts. Design: 2010 FBC & ASCE 7-10, Sec. 1615.2.1, wind speed 75 mph OR 115 mph gust, exposure C. No changes allowed without written authorization from the engineer. This fence is not designed for use as a balcony rail or other raised structural barrier. • ••• • •• • • •• • •• • William F. Flaherty, P.E. 25221 1351 SE 4th Avenue Pompano Beach, Florida 33060 Certificate of Authorization #26223 954-562-9300 Address: -Standar Chain Erne Fence Must Conform to the Follovving Table 2224.1 FBG 13/ /Do(s1. Regulatory & Economic Resources 11805 S \i 266 Street IViiami, Florida 33175-2474 786-315-2100 rniernidade gov Fence Height: (.0 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 barber shall be at least 48 inches above orade 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 barber shall be 2 inches measured on the side of the barrier which faces away from the swimming pool. lfaximum mesh size for chain link fences shall be a 2 Yinch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1 %inches. ROLL END & BOND TERMINAL POST TENSION BOND J .II -11' TOP ROLL CAP-\ TOP ROLL SIFEVE—\ \v TOP RAIL = le" TO 1 153`9 (00) GALVANIZED STEEL TUBE. 10'-0" MAX LINE POST ---J CHAIN L/INK FABRIC AESH y1 IN LINK FENCE MINIMUM REQUIREMENTS Fence Helots (n) Terminal Post - Dimensions On inches) (o.d. x wall thickness) Line Post Dimensions (o.d x wall thickness) nn Inches) Terminal Post Concrete Foundation Size (diameter x depth) lin Inches) Line Post Concrete Foundation Size (diameter x depth) (n inches) Up to 4 2 3/6x 0.042 1 5/q x 0.047 10 x 24 8 x 24 Over 4 to 5 2 3/B x 0.042 1 '/6 x 0.055 10 x 24 8 x 24 Over 5to6 21/6x0.042 1 /8x0.065 10x24 8x24 Over6to8 23/6x0.110 23/6x0.095 10x36 10x36 Over 8to10 2'/6x0110 2118'0.t11 : : .•. :1..x.41• 10x40 • • • Ove[ 10 to 12 2'/6x0.160 27/�70.1n : : : : : 1l 4!1 12 x 42 For SI: 1 inch =25.4 mm. NOTES: L This table is applicable only to fences wi-ih unrestricted airflow. Fabric: 121/, gauge minimum • • • • • • • • • • • • • 3. Tension bantis: Use ooe less rha a the height of the Fneem :et e illy spadd.•• .• • 4. Fabric tits: 1Sust be minimum the same gauge of the febri•.• • • • • • • 5. Fabric tie spacing on the top rail', Five ties between postsy edtnly poen •• d • • • + • • th 6. Fabric tie spacing on line posts: One less than height of e fem nce feet, cyenly space 7. Eimer top rail or top tension wire shall be used . 8. Braces must be used at terminal posts if top tension wire is used instead of top rail 9. Post spacing: 10 foot (3 m) on neater maximum. • • • •' • • • • • • • • 10. Posts shall be embedded to within 6 inches (lS2 mm) from tl bot1) s of the fatgation: : • 11.Iaordertofollowthecontoutofthelandthebottomofchefencamay•lea•Maicostos ofchi gou•dtie upco5inches (127ram) without increasing table -values to the next higherbrit O. •• •• • • • •• •• 000 • • • ••• • • •• ••• •• • • • •• Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Nov 18,2016 Permit No: FW -11-16-3161 Building Critique Review DENIED NOT A COMPLETE REVIEW PLANS HAS TO BE SIGNED AND SEALED Ismael Naranjo Building Official c Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 086900663 BUSINESS NA M E/LOCA TION RBST FENCE USA INC 9750 S 48 ST MIAMI, FL 33165 OWNER RECEIPT NO. 7494620 TYPE OF BUSINESS FIRST FENCE USA INC SPECIALTY BUILDING CONTRACTOR MC EX PIRES SEPTEMBER 30, 2017 MIAMIDA Pursuant to County Code Sec 10-24 PA YM ENT RECEIVED BY TAX COLLECTOR 175.00 09/30/2016 0230-16-005749 This receipt is not valid in the following Municipalities: Aventura, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. For more inforrreti on, visit www.niamidade.gov/taxcollector Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6293526 BUSINESS NAME/LOCATION FIRST FENCE USA INC 9750 SW 48 ST MIAMI, FL 33165 RECEIPT NO. RENEWAL 6559356 OWNER SEC. TYPE OF BUSINESS FIRST FENCE USA INC Worker(s) MIAMIDADE LBT EXPIRES SEPTEMBER 30, 2017 Must be displayetZat place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 196 SPECIALTY BUILDING CONTRACTOR 1 08BS00663 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 09/30/2016 0230-16-005749 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. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www,miamidade.gov/taxcollector w ACC1Rn CERTIFICATE OF LIABILITY INSURANCE DATE 1(MI%I516 ) 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 Excellence Insurance Agency 3801 SW 107 Avenue Miami, FL 33165 Phone (305)226-3900 INSURED First Fence USA, Inc 9750 SW 48 ST MIAMI FL 33165 Fax (305)226-3997 CONTACT NAME: Marcos A Alvarez O _ACNo, Ext): (305)226-3900 226-3997 E-MAILDSS: Malvarez@excellenceinsurance.net /, I INSURER(S) AFFORDING COVERAGE INSURER A : Mapfre Insurance Company INSURER B: MAPFRE INSURANCE INSURER C: Normandy Insurance Company INSURER D : INSURER E : INSURER F : NAIC Y. 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 'ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IIN$R_ WVD,._... __... .._...POLICY NUMBER — (MM/DD/YYYY) (MM/DD/YYYY)LIMITS _ _ - _ GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 r, DAMAGE TO RENTED $ 100,000.00 V COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) CLAIMS -MADE �/ OCCUR MED EXP (Any one person) $ 5,000.00 A ❑ [ ] ❑ Y Y 4250150021830 10/23/2016 10/23/2017 ❑1,000,000.00 PERSONAL &ADV INJURY $ 1 GENERAL AGGREGATE $ 2,000,000.00 GEM_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000.00 POLICY 0 jE 0 _-_ LOC AUTOMOBILE LIABILITY {./J ANY AUTO ALL OWNED SCHEDULED B U AUTOS ❑ AUTOS l HIRED AUTOS ❑ AUT OWNED V AUTOS [1 UMBRELLA LIAB El OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE ❑ DED ❑ RETENTION$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE C OFFICER/MEMBER EXCLUDED? I- Y N / A (Mandatory in NH) If yes, describe under _I DESCRIPTION OF OPERATIONS below 4161500009425 NHFL0053272016 $ 1 COMBINED SINGLE LIMIT _(Ea accidenfl $ BODILY INJURY (Per person) $ 100,000.00 08/28/2016 08/28/2017 BODILY INJURY (Per accident $ 300,000.00 PROPERTY DAMAGE $ 100,000.00 —(Per accident) $ EACH OCCURRENCE $ AGGREGATE $ �1 $ n TORY LIMITS LvJ ERH E.L. EACH ACCIDENT $ 1,000,000.00 E.L. DISEASE - EA EMPLOYEE $ 1,000,000.00 i E.L. DISEASE - POLICY LIMIT $ 1,000,000.00 05/27/2016 05/27/2017 I DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) FENCE ERECTION CONTRACTOR CERTIFICATE HOLDER Miami Shores Village 10050 N.E 2nd Ave Miami Shore, FL 33138 Fax: 305-756-8972 ACORD 25 (2010/05) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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