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FW-18-409Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: 3/21/2018 Permit NO. FW-2-1 8-409 Permit Type: Fence/Wail Work Classification: PVC, Fence Permit Status: APPROVED Expiration: 09/17/2018 Parcel Number Applicant 10618 NE 11 Court Miami Shores, FL 1122320280420 Block: Lot: ARTURO RODRIGUEZ Owner Information Address Phone Cell ARTURO RODRIGUEZ 10618 NE 11 Court MIAMI SHORES FL 33138- (305)877-0897 10618 NE 11 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone PRO INSTALLATIONS FENCE & MATE (305)918-9001 Valuation: Total Sq Feet: $ 10,774.00 286 Approved: Comments: Date Approved: : Date Denied: Type of Construction: PVC Fence Classification: Residential Additional Info: 286' 6' HIGH PVC BASIC Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $6.60 $4.29 $2.86 $2.20 $286.00 $9.00 $8.80 $319.75 Pay Date Invoice # 02/15/2018 03/21/2018 Pay Type FW-2-18-66476 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 269.75 $ 269.75 $ 0.00 Available Inspections: Inspection Type: Final Foundation Review Building Review Public Works Review Public Works Review Planning Review Planning Review Planning 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 constructio a FIDA n� on I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Futhermorethe above -named contractor to do the work stated. ignature: 1 AP A /._contractor / Agent March 21, 2018 Date 1 Buildin Depart nt Copy March 21, 2018, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC ❑ ROOFING RECP '- FEB 2018 BY: )14 FBC 2017 61-t� Master Permit No. t W l S-4-o q Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 16(471ic NE_ 1141 CT City: Miami Shores County: Miami Dade Zip: RR Folio/Parceitk 1122.820204 2 O Is the Building Historically Designated: Yes NO Occupancy Type: 6n Load: Construction Type: 1-f,Y Flood Zone: BFE: FFE• OWNER: Name (Fee Simple Titleholder): Address: IN./21Nt 114'n CT M City: Ki ()INN; siroyes Tenant/Lessee Name: 'ri1 z -441Y( �11 1 3M T1 A State: T ada Email: .D t ic‘ 04 it )r"o n I I • c: 0-) CONTRACTOR: Company Name: 'PM- Jh ` L6) ii'tm Address: Th l NIA aO t`' l�7 City: 'Writ State: � �... Qualifier Name: Neill rYi 1 urty4 State Certification or Registration #: S Certificate of Competency #: Phone#: Zip: 3C�� Phone#: Phoned: 36- 1 e-c/C)t)I Zip: 331(LID Phone#: W5'q IR.' WOI (ncib3 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of work for this Permit: $ 10,�1 7 J . 06 �,/ Square/LMear Footage of Work: 2 b CD' Type of Work: ❑ Addition ID Alteration L3 New El Repair/Replace ❑ Demolition Descrlption of Work: 28(.0 ` (p -1 j Q h PVC bis . 3 ia" S bC i) " I 'J Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE i(,o q• i (Revised02/24/2014) e* 117 �,,, • H f�>G 1f "! AIM cilb uL 11171 st " s<: of t '^ col c i;nr;ate:: �Tfnywll U.;4'.3.:? C'0(11' S al n�T tril—rwq d ua Gl it2Z ? Tii' t-~'t 'r101 1V:+^ D 40 12 EL it`L.r4 i A,t:a .}d{ J ti -F° c ;t4Pi ,'AS;CI F OT))ANTiti,(Y) ESKICAUC o ,TAD u.c q qA IIIV1513q a!l13C2:A cu.MCiU° +• r , t G t- +r, .. t :" ;:10 AF;): _ `:. _ Y`�s41�.: n,'M :vrr t, gttoirtl+' E'1.......�,_.-.._..........,._ .._.+._....-._i.._A..t's : �:,3«,:i »..:tlt:.1.14.gi nikt) -1134 _..- _ -33A _. .�_ :`11°1. !).of)1 i 1 L.. �' r lT n tst?�n�3� - _ .�> a3 _ ,`w „F _. _ _ ... _Ace}pitil . t� L � 10 r'' +rb1Cri.:.,1xt i.:11-11 '1911 SIG : S;P:11 i.IO 114^ Wig :1,6r'n3 ",•,r .clortorIS g .. 1' •r1, 1�.•1•wf... _ .......a:__:,. 'it 71" IT:J 157.0T%? fr1 F.i(>>,l;Rrc+l.)._. —.......__._..� 1. 1_....=.1., .,_.,�_ e_:I' rtAtoi *?t:9.`" to rio./ ..3Pf.1'i )D gtut? _ .Y?r4rirr1\:?9l ri:>TA :Ili'.tP?i?`.1 .ztt-H-3A rhoL'ei'.'c, 9Q .;'Fish _ _ _ :�,� �'_ _ :T,l:l1 �`r x,rtx -tt3lf''r" \,191 c1:3 w ,vtt # r oL ie+sl:. _i tc�l�'T b^ _ i : kitaeo 3o'r�yT mool .p vtant _— DV..v.". .. ._ i^ 1Y) ._. __. . _ �_ ,2 t1. 2; $1711*91 . __ ?.,:. ^9't :a':'i:Gcdu _ v'-s a:t 41 _ t: %,_ 9F'Z1 _ �_ _ tilloba;'1 +'`3•} Ln,r:i!;.,? ._ ,...._...._-_ a ; 9'il.,cO _. _ .__ ._ _ _ Z' i; r:ss•ts t b \1it1r' t a _.._ __ ___ _ .__...: `k9-1 , µlic► t:I?Jf broa 4 ss:es�oR 11, Bonding Company's Name (If applicable) Bonding Company's Address City State rip 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 _a)/14.----.* OWNER or AGENT The foregoing instrument was acknowledged before me this 1 2,14- day of Zantk , 20 18 , by �P r+ueo &CC4. Uvia— .`Who is personally known to me or who has produced FED L identification and who did take an oath. NOTARY PUBLIC: Sign; as Print: .TeS5.\CON RiCkSIA Seal: *************** APPROVED BY (RevIsed02/24/2014) JESSICA FADEL MY COMMISSION b GG 011037 EXPIRES: July 12,2020 iiistagita gna ure CONTRACTOR The foregoing instrument was acknowledged before me this 2111. day of ,TQt1U.G-� � , 20 �, by SitiLiCOv�O-r'�- ,vwho is personally known to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: Plans Examiner Structural Review Te"5. \C — ft./%6Q-14 JESSICA FADEL MY COMMISSION #I GG 011037 EXPIRES: July 12, 2020 le Bonded Thru Notary Public Underwrtt_ers wvi'1d Alice -4:i44.1...i� i a** Order No. I / 91471P 1146 / 1- -1 I 3 7 Home Improvement Agreement: Proposal for Fencing Installation ac14,A.e Customers Last Name, First Name )o6( me: Service Address 3 Store No. .20 Pw 56+0 QE- 5 City 205- 't3 -Og `I' Customer's Daytime Phone No. Nearest Cross Street PERMIT/INSPECTIO4fFORMATION Permit required? es El No Customer's Evening Phone No. ri Homeowner to obtain permit (Installation Professional requires copy of permit before installation) Pe, State Date / PRICE IS VALID FOR 14 DAYS F DATE OF PROPOSAL k Zip Customer's E-mail Address tallation professional to obtain permit Selection: #11:4) 008 #2 t.p-Cti, #3 - ConsuJtant- $ I 7 7 LI . ADDITIONAL COST OPTIONS ADD THE PRICES IN THIS CS T9THE SELECTIO ITAd f,E",i;:p I,, ., ,,,,F,,,,T,;8Flr: ,_q OIRSSIDt,PORBt3i:X *,`,1 I4AblfAVYAYV6R41 '' * PERMIT COST —5.09D cr. t;'204 FINAL AMOUNT DUE (Due in full upon contract execution) $ 10 77 " Li 906k Product Special Order Product Design Approve APPROXIMATE LAYOUT FENCE FOOTAGE CONTAINED IN THIS PROPOSAL IS APPROXIMATE BASED ON FIELD MEASUREMENT. FINAL PRICE WILL BE ADJUSTED BASED ON ACTUAL FENCE FOOTAGE USED, AS SET FORTH IN TERMS AND CONDITIONS, L) REMOVAL. ES, BRUS , B- TALL GRASS OVEIIRGROWtH, HR S, T TREES, ET dUST.BE ELEA • ED Tm ADISTAN. E OF 2ON'EITHERS ANY OF HE I MMING A STALLATIO CL RINUROO:ISURUUI OF YOUR NEW ENCE. LIN ND L PRIvATE cm UND pTILIT1Y, SP RINK R, P5IOL PPMP ND H MECIWNE mum . - - kleilifiaidialiMIIIIIIIIIIMINIUMm mmemmillIMIte III 11111W-"Q- III 3111A I I I liM r... a iiii I II I II I MI 1 FA /1 II . • * Were you satisfied with the level of service FINSE provided to you? YES NO * Tractor Allowed? YES NO * Interested in upgraded Latch? YES NO #1 Product 1.0 00 0 Style: 1:}- - ' t: 6( Footage: k/ If Gates: 7:5-41"i Post Cap: 5 Color: p-rp Rail Ty . 1 ,, S Post Type: • et Type: 5T1) c,..,' $ti,177 0- NUMMI AIM= Pr 14 1- -\.\* 2 by Custo e TALLATI PLEASING TO THE EYE FENCE TO BE LEVEL WITH HIGHEST GRADE (CUSTOMER TO FIL . IN GAPS) L#2 E: PLEASE INITIAL ONE FOLLOWING FLOW SLIGHTLY UNEVEN GRADE WITH FENCE FOLLOWING FLOW OF GROUND - FENCE WILL BE UNEVEN AT TOP #3 Product 0 00 b• Style: i3 „,,,,, a Hei.. . c, f Footage: 9.g6 ' ates: Post Cap:s---( D Color: pl.- P Rail Type: 1 c Post Type:L/ X 9 Picket T . - lo , , $ i 40/7 7/ STEPPED INSTALLATION STEEP SLOPE WHERE FENCE CANNOT 'RAC ' ENOUGH TO FOLLOW GRADE AND MUST SE STEPPED. RESULTING IN LARGE GAPS UNDER FENCE- (CUSTOMER TO FILL IN GAPS) Product pvc, ei/J /C Style: 7 41 G., Height: 6 / Footage: ,2 e c, If Gates: 2 - If / / Post Cap: ---7-.0 Color: Rail Type: (51-1) Post Type: Picket Type: /)--: S-00 $a Monthly / $115 Min. 1%.. Monthly / $i (4 Min. 1% Monthly / $ , Min. 1% Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-028-0420 Property Address: 10618NE11CT Miami Shores, FL 33138-2123 Owner ARTURO RODRIGUEZ Mailing Address 10618NE11CT MIAMI SHORES, FL 33138 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,288 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $239,085 $177,606 $141,174 Building Value $139,924 $140,194 $140,463 XF Value $2,854 $2,886 $2,620 Market Value $381,863 $320,686 $284,257 Assessed Value $248,720 $243,605 $241,912 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $133,143 $77,081 Portability Assessment Reduction $42,345 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 14 BLK 3 LOT SIZE 75.000 X 130 OR 20692-4906 09 2002 4 Page 1 of 1 Generated On : 2/15/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,720 $193,605 $191,912 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value - $223,720 $218,605 $216,912 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,720 $193,605 $191,912 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,720 $193,605 $191,912 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 07/18/2014 $340,000 29237- 1505 Non -market financing or assumption of lease 07/18/2014 $100 29237- 1504 Trustees in bankruptcy, executors or guardians 09/01/2002 $0 20692- 4906 Sales which are disqualified as a result of examination of the deed 10/01/2001 $229,000 19935 3150 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 2/15/2018 CO 0'J LOT 13 BLOCK 3 OLOCK CORNER D 'A V I L A Associates Services, Inc. fessional Land Surveyors, Mappe s & Engineers tificate of Authorization NO. 29056 & NO. L89538 Main Line: (305) 953-260o I Fax (305) 953-2603 W WW-DAVILAA,SSOCIATE9.4ERVICES.COM BOUNDARY LOT 11 BLOCK 3 70.00' (R&M): F.I.PY NO CAP 0.5'CL 4' CLF 70.00' (R& SURVEYOR NOTE - THERE ARE NO VISIBLE ENCROACHMENTS '.0'CL .. LOT.15 BLOCK 3 eeeeee Of*CiI1 D BY: re+ • FIELD DATE: • • 4OB NO:• • r►i• ;ay1• • NH. • • • • • Rd" •••• 1=20'• 00•05-201/ 140833689 2of:4• •, 8 ••..•• • • ••••. • • •••oo ••••••. • • • 000000 • • •.•••• • • I j o C ) A —L cn 0 -c E (0 D 'AVILA Associates Services, Inc. essional Land Surveyors, Mappers & Engineers tiScate of Authorization NO. 29056 & NO. LB7538 Main Line: (SOS) 953-260o I Fax : (305) 953-2603 W W W.DAVILAASSOCIAIESSERVICES.COM BOUNDARY SURVEY SCALE =120 LOT 11 BLOCK 3 ^�1 LOT 10 BLOCK 3 Lois BLOCK 3 :� •.15' ALLEY ::.�': c'r-:•:: r: "rr:':.:'. B .................. ................... ................... ................... 70.00' R&M ::•:::::::::•::;•- .................. • wI— ) ` 3'Pr/C Z l-t'l F.I.P Y2" NO CAP 0.5'CL 4' CLF O O co • 0.5'C F.LPX" NO CAP 16e.00' 7. 1-_O 15.0' PARKWAY a, M. 14.0' •hy= x x�x � 4' CLF' Fen:es Good Side Out. The vertical and orizo supporting members of a fence shall ace for of the plot on which the fence loca - he finished side shall face the "►joinJn f y abutting right-of-way. o 16.30' 25.2' -:11.3'. CONCREENED c CONC. Vf 36 00' ONE STORY RES # 10618 o LOT 14 BLOCK 3 O 16.40' PI IN tt: 23.50' 70.0O(R&M) IW C.B CONC. 0 ;;ASPHALT o0: U, 12.40' 11.0'. :ASPHALT Ix O Q N i F.I.P1' NO CAP 1 O'C6 4' CLF 10.1' O - LOT 15 BLOCK 3 PVC • • • • • • • • • • • • • • P• • • �•.I.�• •• •• • • • • • • • • • • • • • • • • • • • • • • co Lu O W Q ri 0 z Z 0 o_ O SURVEYOR NOTE - THERE ARE NO VISIBLE ENCROACHMENTS .m,• • • • DRAWN BY: NH-S CHECKED BY: R.A. SCALE: 1'= 20' FIELD DATE:. 06-05-2014 JOB NO: 14-0633689 SHEET: 20F2 • •• • • • • • • • • • • • • • D'AVILA Associates Services, Inc. ofessiona) Land Surveyors, Mappers & Engineers rtifnalte of Authorization NO. sgo56 & NO. L.B7538 Main Line: (3o5) 953-2600 I Fax: (3o5) 953-2603 WWW.DAVI AASSOCIATESSERVICES.COM 0 NE 11TH COURT LOCATION SKETCH SCALE =N7.S. a st LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: • THERE MAYBE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY • EXAWNATIOHS OF TIE ABSTRACT OF TITLE WR.L HAVE TO 8E MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY • THIS SORVEVIS BUWEOT TO DEDT TIONS. UWTAnoNS,RESTRICTIONS. RESERVATL00S OR FJSENENTS OP RECORD • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • BOUNDARY SURVEY MEANS A DRAWING AND/ OR GRAPHIC REPRESENTATION OF THE SuRVEY WORK PERFORMEOIN THE FIELD. COULD BE ORA WOIATA SHOWN SCALE ARDOR NOT TO SCALE • EASEMENTS AS SHOWN ARE PER PUT BOOK UNLESS DEPICTED OTHERWISE • THE TERM •ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUVO FACROACHNENTO. • ARCIRTECT3 SHALL VERIFY ZONING REGULATIONS. RESTATCTIONS. SETBACKS AND WILL BE RESPONSIBLE FOR SUS/WRING • PLOT PUNS WITH CORRRCTINFORMATION FOR APPROVAL FORAUTHORIZACO.r TO TOE PROPER AUTFIORRIES IN NEW CONSTRUCTION. • UMETS OTNERHASE NOTED TMS RRM HAS Nor ATTEMPTED TO LOCH TE rooms ANOVR FOUNDA TAMS. • FENCE OWNERSHIP NOT DETERMINED • THIS PUN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVEUSEOF THE ENTITIES NAM D HEREON THE CERTIFICATE • DOES NOT EXTEND TO ANY UNNAMED PARTY. SURVEYOR'S NOTES: N. CERTIFICATE OF AUTIKIRIZATION LE S SSLUS NOT VALID %INTPUT AN AVMENTICATED ELECTRONIC SIGPMTUREANDAUTHENRGATED ELECTRONIC SEAL 2 nOD SUR0EY IS INTENDED FOR NEW PURCHASE, MORTGAGE OR REFINANCE PIRtIOSE ONLY SACLusIVFIY FOR THIS USE BY THOSE TO WHOM IT CERTIFIES DOS SURVEY IS NOT To BE USED FOR c0NSIRUOTION PERMITTING, DESIGN, OR ANY OTHER USE WITHOUT THE WRITTERCONSENTOF EFRAIN C LOPEZ BY: s_ociates Services, /nc. Surveyors & Engineers CERTIFICATE OF AUTHORIZATION NO. 29056 CERTIFICATE OF AUTHORIZATION NO. 7538 680 EAST 19TH STREET HIALEAH. FL 33013 PHONE.1305) 953-2600 EFRAIN C. LOPEZ, P.L.S. (06-05-2014) PROFESSIONAL LANDSURVEYOR NO.: 2300 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). SURVEYOR'S CERTIFICATION: I HEREBY COMFY: TMS 'BOUNDARY SURVEY. OF THE PROPERTY DESCRIBED HEREON HAS RECENTLY BEEN SURVEYED AND DRAWN UNDER MYSUPERWSION, AND COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SLWT. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 471027, FLORIDA STATUTES. LEGEND 8 ABBREVIATIONS A - ARC DISTANCE A/C • MR CONDITIONER PAD LE.- ANCHOR EASEMENT A.R• ALUMINUM ROOF AS.. ALUMINUM SHED ASPN• ASPHALT &C- BLOCK DINNER SLOG.• 800.51 G CM- BENCHMARK &O&- BASIS OF BEARING (CI • CALCULATED Ca. CATCH BASIN CBS.. CONCRETE BLOC H STRUCTURE C& W.- CONCRETE BLOCK WALL OA. CHORD CNa- CHORD BEARING CIL.- CHORD LENGTH L- 0,880 C.O.• CLEAN OUT C.L.F.. CHAIN LINK FENCE CME - CANAL MAINTENANCE EASEMENT CONC.-CONCRETE CUP, CONCRETE UTILITY POLE CP.- CONCRETE PORCH CS- CONCRETE SLAB C W.• CONCRETE WALX DE- DRAINAGE EASEMENT OME• DRAINAGE MAINTENANCE EASEMENT ORWY-DRIVEWAY • -DEGREES ELEV.. ELEVATION ENCR.. ENCROACHMENT AN- FIRE HYDRANT FIR.. FOUND RON ROD F.F.E.• FINISHED FLOOR ELEVATION F.ND• FOUND NAIL BDMK FT.- FEET MP.. FEDERAL NATIONAL INSURANCE PROGRAM F.N• FOUND NAIL IL AEG• INGRESS AND EGRESS EASEMENT LP.- UGNT POLE LYE- LOWEST FLOOR ELEVATION LME.- LAKE MAINTENANCE EASEMENT '- MINUTES (MI. MEASURED DISTANCE M.E.• MAINTENANCE EASEMENT NAP.- NOT PART OF NOVO . NATIONAL GEODETIC VERTICAL DATUM N.TS.• NOT TO SCALE S or NO.- NUMBER 0/S •OFFSET O.H.- OVERHEAD O.H.L. OVERHEAD UTILITY LINES O.R.B.• OFFICIAL RECORDS BOON 0.V.N.•OVERMANS PVMT.. PAVEMENT Pt.. PUNTER P.L• PROPERTY LINE ACC.- POINT OFCOMPIXRACURVATURE P.C. POINT OF CURVATURE P.O.T.. POINTOF TANGENCY P.O.C.- POINT OF COMMENCEMENT RO.B.- POINTOF BEGINNING P.R.C.- POINTOF REVERSE CURVATURE PRY -PARKWAY P.R.M.- PERMANENT REFERENCE MONUMENT P.L.S.. PROFESSIONAL LAND SURVEYOR P.P.• POWER POLE P.U.E- PUBLIC UTILITY EASEMENT (R)= RECORD DISTANCE R.R. RAIL ROAD RES. RESIDENCE R/W • RIGHT.OFWAY RAD.. RADIUS OR RADIAL RGE- RANGE ROE. ROOF OVERHANG EASEMENT SEC= SECTION STY. -STORY SWN.-SIDEWALK S.I.P.. SET IRON PIPE SLR- SET IRON ROD SP.. SCREENED PORCH S.V.-SEWER VALVE '.SECONDS T - TANGENT TWP - TOVAASNIP Urn-- UTILITY U.E. UTILITY EASEMENT U.P.. UTILITY POLE W.M.. WATER METER W.F.- WOOD FENCE W.A. WOOD PORCH W.R.• WOOD ROOF WV.. WATER VALVE Al - MONUMENT LIVE T.- CENTER UNE B - DELTA N • PROPERTY LINE LEGEND =IXT22 09 OVERHEAD MUM LINES CONCRETE BLOCK WALLIC&S) BHAMAINB FENCER'LP) ... IRON FENCE (W.) WOOD FENCE (WSJ ELEVATIONS • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • CLJENT:ARTURO RODRIGUEZ PROPERTYADDRESS:10618 NE 11 CT, MIAMI SHORES FL 33138 • • LEGAL DESCRIPTION: • • • • LOT 14, BLOCK 3. MIAMI SHORES ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47, PAGE 58, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. • • • ••• • ELEVATION INFORMATION: • • • B.M. USED -- ELEVATIONS — LOCATED — BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED ORVEVI,AON 09-11-2009 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE AE BASE FLOOD ELEVATION 8_00 COMMUNITY' 20652 PANEL NUMBER 0306 SUFFIX L • • • • • • • •• • • • • •• • DRAWN BY: CHECKED BY: FIELD DATE: JOB NO: SHEET: NH-S 06-05-2014 14-0633689 1 OF 2 CERTIFIED TO: ARTURO RODRIGUEZ JACQUEUNE GRENIER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY URBAN TITLE, LLC SEAL AD NOA the date byeNOA number precededby the words Miiami-Dade County, Florida, f • • be done in its entirety, displayed in advertising �. If any portion of the NOA is displaythe it shall' • •' INSPECTION: A copy ofthis entire NOA shall be available for ' shall be provided to the user by the manufacturer or its ' .. and . won at the job site at the � of the Building Official. • •• •• This NOA revises and ne>h ys NOA #1-06iZ22 and consists of this page I, • The tas �� mentioned above. was reviewed by �y A. Maker, P.E., M.S. CM, I DEPARTMENTOF REGUL(TORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMMTRATION DIVISION NOTICE OF ACCEPTANCE OA W Hwy esteeh Building ��, Inc. 47Mount Vernon, IN 47620 M1AMI-BADE COUNTY PRODUCT CONTROL SECTION 11805 SW26 Strom Rooin208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ww� hh�iarn de. economy SCOPE: This NOA is being issued under the applicable rules and re The �n has been reviewed andins governing the use of construction materials Section to be used in Nand Dadeaccepted by Miami -Dade County RER Product Control (�) County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Mani -Dade County Product Control Section an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this accepted mamier, the � cturer will incur theproduct material fails tolately perform in the modify, or suspend the use of such,expense of such testing and the AM may imimediately revoke, this acceptance, if it ise determined product or material within their jurisdiction. RER reserves the right to revoke by fails to meet the Miami -Dade County Product Control Section that. this product or material requir moents of the applicable building code. This Zone product Floridas approved as � herein, and has been designed to comply with the High Velocity Hiuric ane Building Code. DESCRIPTION: Extruded PVC Vinyl Fencing Systems APPROVAL DOC[J NT: Drawing No. 10-02, titled " PVC Privacy prepared by Al-Farooq C p�ou, dated April 09, 2010,0Fence systemsAugust sheets 1 sigthrned and 9 of 9, sealed by Java Ahmed, P.E., last revision � dated. 18, 2015, signed Acceptance number and the a bearing the -j Cow Product Control Revision stamp with the Notice of expiration date by the Miami Dade County Product Control Section. • MISSILE IMPACT RATING: None LABELING: Each fence section shall bear a permanent label with the manufacturer's name or and the following s "hfiami-Dade County ProductControllogo, city, RENEWAL of t� NOA shall be `��'�'�"' unless otherwise noted herein_ change in the applicabled after a renewal application has been fled and there has been no 4 building code negatively affecting the performance of this product TERMINATION of this NOA will occur- aft the expiration date or if there has been a revision or • • " • materials, arhd/ctrman of the change in the. ptomaterials, for sates,any product or process.14 isuse of this NOA as an t Orsemeat. �y : • • any section of this NOA be terminationanother pmposes shall m removal ofly terminate this NOA. Faihrr �q Y • •; / a/2016 NOA No.15-1(113.08 Expiration Date 1010612020 Approval Date: 06262016 Pagel S. . � • • . • . • • . . . . Westech Bin Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMflTEj3 UNDER PREVIOUS APPROVAL # 10-0512.03 A. DRAWINGS 1. Drawing No. 10-02, titled " PVC Privacy Fence systems ", sheets 1 through 9 of 4 prepared by AI Farooq Corporation, dated April 09, 2010, last revision #A dated September 02, 2010, signed and sealed byJavadAhrna4 P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, prepared ponied by Architectural Testing, Report # 91017.02-119-18, dated September 17, 2009, signed and sealed by Joseph A. Ree4 PE. C. CALCULATIONS 1. Calculations titled PVC Privacy fence System (4 ft & 6 ft tall), by Al-Farooq Corporation, dated April 30, 2010, sheets L1, D-1, CR-1, WL-1 to W1r7, TR-1 to TR- 4, & C-1 to C-34, signed and sealed by Javad Ahmac4 P.E., on May 04, 2010 D. MATERIAL CERTIFICATIONS 1. Extruded Profile (Phantom) Spec ficatiion sheets. E. STATEMENTS 1. Letter regarding the: compliance with Florida Building Code 2007 and the lack of financial interest, prepared by Al-Farooq Corporation, dated April 30 2010, signed crud sealed by Javad Ahma4 P.E., on May 04, 2010. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12- 0612.22 A. DRAWINGS 1. Drawing No. 10-02, titled " PVC Privacy Fence systems ", sheets I through 9 of 9, p1epaTed by Al-Farooq Corporation, dated April 09, 2010, last revision #B dated June 06, 2012, signed and sealed by Javad Ahmaay P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 1lfkara Dade County Department of Re Regulatory gulat r1' and Economic Resources. • • ... • •••• . . • .. . • . .. • . .. . .... . . .... .... . . .... • . . • . E - 1 Magyar, P.F.., M.S. Product Control Section Supervisor NOA No.15-1013.05 Expiration Date:10/062020 Approval Date: 06/W2016 . .. • . . . ..• . • • • ' Aristech &Arm Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MAMMAL CERTIFICATIONS 1. None. F. STATEMENTS ( 1. Letter regarding the compliance with Florida Building Code 2010 and the lack of financial interest, prepared by Al-Farooq Corporation, dated June 06, 2012, signed and sealed by Javad AhmacZ P.E. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10-02, titled " PVC Privacy Fence systems ", sheets 1 through 9 of 9, prepared by AI-Farooq Corporation, datPd April 09, 2010, last revision #C dated August 1$ 2015, signed and sealed by Javad Ahmac RE_ B. , TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiiamiDade County Department of Regulcaory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter ofc ompliance with Florida Building Code 2014 Edition and the lack of financial intereg prepared byAl-Farooq Corporation, dated member 24, 2015, ...• signed and sealed by Javad Ahmacl P.E. . E-2 �yvL A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 1S-1013.08 Expiration Date:10/062020 Approval Date 86402016 . • . • . .... .... . . . . .... .... . • . • .. • . • . • • • • • ... • • • .. • .. PVC PRIVACY E&,NCE SY,a6 • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIIOINO CODE 2014 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HMI). INSTALLATION OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSNE STRENGTH OF 3000 PSI. FENCE SYSTEMS COVERED UNDER THIS APPROVAL SHALL BE MANUFACTURED FROM RIGID PVC HOMOPOLYMER, SIC 3084 PROFILES. FENCES SHALL BE INSTALLED AS PER MANUF'S INSTALLATION PlSTRUCTIONS. PRODUCT MARKINQ A LABEL SHAD, BE AFFIXED ON EACH FENCE WITH THE FOLLOWING STATEMENT- WESTECH BUILDING PRODUCTS, INC., VERNON, IN. 'MIAMI—DADE COUNTY PRODUCT CONTROL APPROVEO' FENCE SYSTEMS ARE OESIONED FOR 75 MPH WINO SPEED OR I I5 MPH J, SECOND GUSTS IN COMPLIANCE WITH THE FLORIOA OUILAIND CODE, •• ••• • • • • • •• • • • • • • • • • •• ••• Se • • • •• • ••• ••• • • • -•-•- •- -- • • • • -• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • IF • • • • ••• • • • • • • • • • • • • • • S• •• • • • •• •• 000 • • • ••• • • PRODUCT' RttVI20D a complying with the FlIng ITBIIA,nl Clock Acceptance NIt�.1�.L�S AJ,1Tgtion Pato Ln /6Z'T' a 8 0 20 sweet= 1 of 9 , 71 1/2' MAX i A ern. TO µ�{ CL •\ TYPICAL ELEVATION 1/2" - 1'-0" • ••• • • • • • •• • • • • • • • • • • • •' • • ••• •• • • • •• • ••• ••• • • • • • • - -;• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • S. • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • i • •• •• ••• • • • ••• • • ',CONCRETE 3000 PSI MIN. \-GRAVEL Flu. 11.3" T&G PRIVACY FENCE IT811 No. PART DHeCB1Pfon LENGTH IN. I 5' lI 6" POST 10e 2 7/6' U CHANNEL 05-7/8 3 1-1/2' X 5-1/2' RAIL 71-1/2 A 7J6' X 11.3' IRO 82-1/4 .5 6" HORSE CAP ' N/A 1 1/2' FASTENERS . ti/A 7 BOTTOM RAL STIFFENER 7t-1/2 1.62• ROUTED HOLES DETAIL 'B' 1"-I,-0" 5" I•$RSE CAP 1,500 .560 R,166• c3� NOTCHES .tool 6.600 1 RAIL 4 11,300 • 1 INTERLOCK 2 1.250-�-�j .060 .•• .675 CHANNEL 1.580 1.230 7 .065 BOTTOM RAIL STIFFENER (6083-T5) ALUMINUM STIFFENER AT BOTTOM RAIL ADOEO TO REDUCE DOWNWARD DEFLECTION R.188 -1( I- 6.000 EoBr JAVPO OW CML PIA. P [ 70682 C A 1117536 ,j J 106 POST PRODUOPRRVISAD ":1) IIYuIHd1 thO Hoed" E1►11dfle NCN, O AKsPfaat a S0• OVI 1 m rtuu �8 II PI Not drowlnp no. 10-02 'sheet Z of 9 71 1/2" 0 i r v i 72 MAX. CI. TO CL TYPICAL ELEVATION 1/2" - 1'-0" sae •• ••. • • • • • •• • OOOOOO •• • • • • • • • • • •• ••• • •-• • • • • • • • • •• • • • • •• • • • •• • _ • • • • • • • • • • • ' \.CONCRETE 3000 PS1 MIN. • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • ••• • •• • •• •• • • . • • • • GRAVEL FILL (3" T&G PRIVACY FENCE ITEM NO. PAINT DESCRIPTION LENGTH IN. 1 5" N 6" POST 100 2 7/6• U CHANNEL 06-7/6 3 t-1/2" A 6-1a..PAn. 71-1/2 4 7/6' If 6" TAO 02-1/4 5 6' NORMS CAP N/A 6 I 1/2" FASTENERS i N/A 7 BOTTOM RAILSTIFFENER l 71-1/2 162_._.. L... r `Romeo HOLES llFlen..:9: I"- t'-o" Er" HORSE CAP C?) NOTCHES 1.600 .080 I. R.108 .100 5.500------ RAIL .05Dj INTERLOCK 1.280 r ry .060 E .875 CHANNEL �••� 1.860 --- 1.230 .005 R.le6J BOTTOM RAIL STIFFENER (6003—T5) $.000 POST ALUMINUM STIFFENER AT BOTTOM RAIL ADDED TO REDUCE DOWNWARD DEFLECTION MIA J VAB AHMAO CML F C.tiN. a 05f2 0Z )h� PRODUCT OilVIVOp m to nptNng with IMr Florida Bdtding Cod* Atuvana No • Upt Ion Dino if y uer Cnntrrf •t: 11 1 III 444u i I i0 trl i 4 HIa, f9 a 4 • t. r• 1f drawing no. I0-02 h et 3of 9) 71 1/2' 0 0- • 1 '. �� 72" MAX. A CL TO CL TYPICAL ELEVATION 1/2" - 1'-0" •• • • • • •• • • •• ••• •• • • • •• 10 t Y. . .01 .:• \ \_CONCRETE \/�/A \ 3000 PSI NIA. • • • GRAVEL FILL LATTICE ACCENT 11.3" PRIVACY FENCE • • • • • •• • • ••• • • - • • • • • • • • • •• • • • ITEM NO. PART DESCRIPTION LENGTH IN. I 6' X 5' POST 103 2 7/8" U CIANNEL 46-7/6 3 1-1/2" X 6-I/2" RAIL 71-I/2 5 7/8" X 11.3" T&O 62-1/4 8 5" HORSE CAA N/A 8 _2" LATTICE N/A 9 5/8" U CHANNEL 8-1/4 t0 1-/4" X 1-3/4" RAIL 71-1/2 I I 1 /2" 'MINERS N/A 12 ..-...__ BOTTOM RAN, STWEXER __ -_ 71-I/2 1.780 -^t ' .080 R.1 26 1.760 NOTCHES R1-3/4" H 1-3/4" RAIL (J 5" HORSE CAP INTERLOCK 1.260 1 8 5 CHANNEL .825 .060 9) CHANNEL 1.690 I- - 1.230 i— .065 (I) 60TTOM RAIL STIFFENER (6063-T5) R.t66f C) .270 POST 5.000 ALUMINUM STIFFENER AT BOTTOM PAIL AODEO TO REDUCE 00WNITARO DEFLECTION •_ _ • -• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •�• 00-•• • • • • •• •• • • • ••• • 000 • • • • 000 • • • • • ••• • • • Engn 1AVAD M4.00 CML FLA. PE / 70692 CAN 2536 u_ PROOLCF RU VIH11D Y• cooIplylu8 with tho Fk7Ala Bulhling Chide AecepanceNo/ ' a Ehipl Ion Data 8 MWO Xd anYYVl s Q g g Egg gz LV I 2 g :F • 3 drawing no. 10-02 reheat 4 of 9 ) • • • • • • • • •• 71 I/x' _ TYPIpAL ELEVATION 1/2" - 1 -0• DETAIL 'A' DETAIL 'B' I'=t'-0' \_CONCRETE 3000 PSI MIN. -GRAVEL Flu LATTICE ACCENT 6" PRIVACY FENCE • ••• • • • •�•• • • •• • • • • • • • • • • • • • S. • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 1TRM NO. PART DESCRIPTION LL`7OTN IN. 1 6' X 6' POST 106 2 7/6' U CHANNEL 46-7/6 U 1-1/a' X 6-t'2• RAF. 2I-I/2 4 1-3/4' X 1-3/4' RAIL 71-I/2 6 7/6' X 6'- Tk0 62-1/4 0 6' NORMS CAP NLA 0 5Je' u CHANNEL 6-I/4 0 1/2" (MICE N/A 10 I/2' FASTENERS ... M2A- 11 - BOTTOM RAIL STIFFENER 71-1/2 QO I-3/4" X 1-3/a" RAIL. ROUTED NOTES BOTTOM RAIL STIFFENER (6063-T5) ALUMINUM STIFFENER AT BOTTOM RAIL ADDED TO REDUCE OOYNRARO DEFLECTION 1.600 .000 1 RIBS •� 0 6" HORSE CAP .100 0400 --• 5.000 -- f 400UCT RSVISOD Rxs " (Ei ate 'tampon. Nu on Ono 8 oB lE � et Contra drowt n0 no.) 10-oz 6 e•t of 0 0 1nnnn i//nN11ryry1�ppllnI' I�81p�1 to EeN11111 nn f n11ll utuugi i1i111911MI11IMiililA11111iIPu8luYililii��lllli nun MMMM AR • I- - 71' 7/14'.1 !. nil \ • r 72' NAK, CL ro CL 1/2' • • • • • • • • • • • • • • •• •• • • • •• • • • • • • •' • • • • • • • • •• • • _••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• •• • • • • •••• • • • • • • ••• • • • •• •• • • 0•• • • \NCRETE 00 PSI MIN. \-GRAVEL FILL ROUTED HOLES OPTIONAL CAPE COD FENCE PTSA1 NO. PART DESCRIPTION MOTH IN. 1 4' S 4' POST 54 2 2' K 3-1/2" MOOED 71 3 4' HORSE CAP 71-1/2 4 1-1/r K 1-I/2' PICKET 45-1/2 5 BOTTOM RAS STIFFENER 71 OPTIONAL ALUMINUM STIFFENER AT BOTTOM RAIL USE AS REQUIRED .110 R,128 .135 4' HORSE CAP 3.eoo 2.000 'NOTCHES 2" X 3-1/2" WEBBED .040 R.125 1.500 PICKET r--4.000— 1.500 R.188-1. POST 4.000 -s 1.700' .080 1 I 1.900 U BOTTOM RAIL STIFFENER (6005-.T5) Engel JAVAO ANMAO PIA..ANPC¢. 528 7pp8°2 C A 1 i "0 mono Tr1�RT;VISID • CuQO UI tAn Maw., Ammar' Nn /5�er , Bog a ro Zo +.,ia.f, ui Col drawing no. 10-02 TYPICAL ELEVATION I/2' . 1'-0" •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • ••• • •` • — • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• •••• ••• • •• • • •• ••• • • s `CONCRETE 3000 PSI NIN. A 2.02' OPTIONAL 4 DETAIL 1 "- 1'-0" KEYWEST PICKET FENCE \_HOO HOLES 1T611 NO. PART DESCRIPTION METE IN. 1 4' X 4' POST 84 2 2' X 3-1/2' RAE 71 3 7/8' X 3' PIaKET 45 4 7/8' X 3' GAP N/A 6 4' OOTMC GAP N/A 6 10111:10,4 RAIL STIFFENER 71 OPTIONAL ALUMINUM STIFFENER AT BOTTOM RAIL USE AS REQUIRED BOTTOM RAIL STIFFENER (8005-73) Engel JAIC&OA7NILOD at.Zte, 7/8" X 3" CAP 4' GOTHIC CAP NOTCHES 2" X 3-1/2" RAIL -R.12S 7/8" X 3 IMMbucrRRVI t1D ucomplying w111the MAN DWldieg Cudo gammance Nn Nagi Dow • drawing no. 10-02 �ihset j Of 8 ) 71• MAX, MIN. 1/2" . e'..O" •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• i ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • ••• •• •• • • • • • • • • ••• • •.• • ••• • I • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 \.CONCRETE 3000 PSI MIN. \-GRAVEL FILL HOLES DETAIL 'A' SHADOW BOX FENCE ITEN NO. PART DESCRIPTION 1271011I IN. I 6' X 6• POST lob 2 6' HORSE CAP N/A 3 7/6' X 6• 69-1/2 4 3' X 3' ROL 71 —~ 5 BOTTOM RAIL STIFFENER 71 6" HORSE CAP NOTCHES -"/ w-3.000 - 7/8' x 6" b—•-•s.a0o ISO -/ (j) ."`-R.126 V BOTTOM RAIL STIFFENER (6063-16) Engr: 400 ANVAo .. C FIA. PE 73 82 PITOITHat Revi38A C.A.N. 838 aaunPlv418 with ON Flora Dultdlne Coato Wyk" tun UAIO •2• 5E1' a 1 :•1• 0 nt rowln0 110. 10-02 ••• ••• _••• • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • ••• • • • ••••• •• • • • • • •• • • • •• •• • • ••• • • ONCRETE \/� \\` C000 PSI MIN. \-•GRAVEL FILL DETAIL 'A' 3 RAIL RANCH FENCE PART SISCRIPTION 6" if 6" POST 1-1 2" X 6-f/2" RL 6" HORSE OAP LENGTH IN. ,_ ROUTEO HOLES S" HORSE GAP -6.500 .-i •NOTCHES RAIL — 6.000 R.I66 -' G POST 1.600 PRObucTNUWNSSIO HWIddiin,' C<�Yode �a none Adgptanci IONerekin Date drawing no. 10-02 'Vast i of'1