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FW-17-2577Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-291447 Permit Number: FW -10-17-2577 Inspection Date: December 19, 2017 Inspector: Alvarez, Manny Angel Owner: SOLER, AXEL Job Address: 117 NW 97 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: SAMADA FENCE INC Permit Type: Fence/Wall Inspection Type: Final Work Classification: PVC Fence Phone Number Parcel Number 1131010260100 Phone: (305)720-6344 Building Department Comments PVC FENCE 6 HIGH 2 GATES 48 WIDE Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until For Inspections please call: (305)762-4949 December 20, 2017 Page 1 of 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Permit NO. FW -10-17-2577 Permit Type: Fence!Wall' Work Classification: PVC Fence Permit Status: APPROVED Issue Date: 10/31/2017 Expiration: 04/29/2018 Applicant 117 NW 97 Street Miami Shores, FL 33150- 1131010260100 Block: Lot: AXEL SOLER Owner Information Address Phone Cell AXEL SOLER 117 NW 97 Street MIAMI SHORES FL 33150-1734 Contractor(s) SAMADA FENCE INC Phone Cell Phone (305)720-6344 (954)559-4355 Valuation: Total Sq Feet: $ 9,500.00 245 Approved: Comments: Date Approved: : Date Denied: Type of Construction: PVC Fence Classification: Residential Additional Info: PVC FENCE 6 HIGH 2 GATES 48 WI Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $6.00 $3.68 $2.45 $2.00 $245.00 $9.00 $8.00 $276.13 Pay Date Pay Type Invoice # FW -10-17-65495 10/31/2017 Credit Card 10/31/2017 Credit Card Amt Paid Amt Due $ 226.13 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Foundation Review Planning Review Building 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 c. rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass e es.onsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, 'Lttl BIN , MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I .ert/fy tha all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zor�png. F flier authorize the above-named contractor to do the work stated. Authorized Si. ae: wner / Applicant / Contractor / Agent Building Deprt ent Copy October 31, 2017 Date October 31, 2017 1 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 RECEIVED OCT 3 a 2017 sh FBC 201LA BUILDING Master Permit No. --11A1 A PERMIT APPLICATION Sub Permit No. nBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0RENEWAL ['PLUMBING ❑ MECHANICAL ElPUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I 1 kg -U G- S -f City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 I-3 Icl- D2 - DI Q 0 33/T-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: ,FFE: OWNER: Name (Fee Simple Titleholder): ik I SO IeV Phone#: 166- c? c - - s165 Address: 1 I �— k} Li 3 S+ City: £AJQM'I SlitOrrs Tenant/Lessee Name: Email: State: -FL Zip: 33) s--0 Phone#: CONTRACTOR: Company Name: Samada Fence, Inc Address: 110 W 31 ST Phone#: 954-559-4355 City: Hialeah State: FL Zip: 33012 Qualifier Name: Sergio M. Samada Phone#: 305-720-6344 State Certification or Registration #: Certificate of Competency #: 11 BS00347 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ono Square/Linear Footage of Work: 2(13-1 Type of Work: ❑ Addition ❑ Alteration ❑ New Ca Repair/Replace ❑ Demolition Description of Work: P`f C, perco_ lC1 h oI-e j cfb 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 $ TOTAL FEE NOW DUE $ (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. A o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which . urs - en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app .. ve •) ; a reinspection fee will be charged. Signature Signature OW or AGENT CONTRAC The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this Z'/"1‘ day of bCt))( , 20 I -a-- , by 2Y' day of OG/,l , 20 / , by p-l-C}x So I , who is personally known to SCrGj/o 1 famock , who is personally known to me or who has produced b Lr identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Y:¢i/,y, NeryAvila •e°•""� Commission i FF 136164 .._ = Expires: Jury 17, 2018 71 Bonded thru Aaron Notary as me or who has produced F C- 'P( identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Expires: July 17, 2018 Bonded thru Aaron Notary as ********************************* **>***************************************************.*************** APPROVED BY (Revised02/24/2014) Plans Examiner ( 5//‘— Zoning Structural Review Clerk 10/31/2017 Property Search Application - Miami -Dade County PCE OF THE PROPERTY APPRIUSER Summary Report Property Information Folio: 11-3101-026-0100 Property Address: 117 NW 97 ST Miami Shores, FL 33150-1734 Owner AXEL SOLER Mailing Address 117 NW 97 ST MIAMI SHORES, FL 33150-1734 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,446 Sq.Ft Lot Size 7,725 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $169,767 $169,767 $125,366 Building Value $102,506 $102,584 $102,662 XF Value $368 $373 $344 Market Value $272,641 $272,724 $228,372 Assessed Value $133,565 $130,818 $129,909 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $139,076 $141,906 $98,463 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 1 53 41 PB 42-59 RESUB OF BLK 2 OF BONMAR PARK LOT 10 BLK 2 LOT SIZE 75.000 X 103 OR 19067-1823 04 2000 1 Generated On : 10/31/2017 Taxable Value Information Previous Sale 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $83,565 $80,818 $79,909 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $108,565 $105,818 $104,909 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $83,565 $80,818 $79,909 Regional Exemption Value f $50,000 $50,000 $50,000 Taxable Value $83,565 $80,818 $79,909 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/2000 $103,500 19067-1823 Sales which are qualified 07/01/1983 $60,000 11835-3215 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 Version: D 'A V IL A Associates Services, Inc. ofessional Land Surveyors, Mappers & Engineers rtificate of Authorization NO. 29056 &NO. LB7538 Main Line: (305) 953-2600 1 Fax : (305) 953-2603 WWW.DAVILAASSOCIATESSERVICES.COM BOUNDARY SURVEY SCALE =1:20 CLIENT: AXEL SOLER PROPERTY ADDRESS: 117 NW 97 STREET, MIAMI SHORES FL 33150 LEGAL DESCRIPTION: LOT 10, BLOCK 2, RESUBDIVISION OF BLOCK 2 OF BONMAR PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 59, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. ELEVATION INFORMATION: THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 09-11-2009 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY 120652 PANEL NUMBER 0302 SUFFIX L EFFECTIVE PANEL DATE 09-11-2009 CERTIFIED TO: AXEL SOLER el 6 0 PP F.I.P NO 1 15' ALLEYS .,.: ..•.•.................•.. • .•••••••10' ASPH. , PVMT. - 75.00'R&MF Y x -e 'ecF) -.X C.L.F.4' LOT 10 BLOCK 2 LL J O U 0 o �3f 2 "9.89' LOT 11 AD BLOCK.2 in Lf) e N C O k F.I.P Y2" NO ID • 10.20' O co O . 0) cri h11350_il�J��1?1 1' -I1 J-4L150'III jl 1 1111 Ill 111 H I4L11 °' T 4 ll�d- I I 111 11 1 I I I I I I�-1—I-1±1±±1-03. 1111111�11111111 111 11�'-i-I� I1�- I -�-. 011111TH 111111 1115.30 in I - 1.11=1 TT—i .-14.00.1- I 21.00' . Q ONE STORY RES. # 117 HFF=13.23' LFF=12.53' GARAGE FF=11.130 t\� 7.50' .10.00' 4 CONC.- • O* PL 24.00' I TI LE= �L-1- 8:G0' CONC. o' 15.80 10.00' CONC. . 4 4 . 15.50' O c L Ip 0 2.0UT co r- 18.30' F.I.R Y2" NO ID 0.50' 13.00' _ 75.001?-(R&MF) O 7.50 e It) • O N LL J U oes LOT 9 BLOCK 2 CV O F.I.P Y2" 0 ID 811.32' LOCATION SKETCH SCALE=N.T.S: NW 98th STREET • 1 LOT2 LOT3 LOT4 LOT5 LOT8 10T7 LOTS • LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 \LO\ LOT 9 T w z w X28' PARKWAY' . . ............. ::::.::.:.:.:.:.:.:.:::::::::.:::. NW 97th STREET 1 LEGEND & ABBREVIATIONS A -ARC DISTANCE NC- AIR CONDITIONER PAO AE.. ANCHOR EASEMENT AR..ALUMIMIM ROOF AS, ALUMINUM SHED ASPH.-ASPHALT ETC. BL00l CORNER BLDG.. BUILDING BO. BENCH MARK B.0.8 - BASIS OFBEARINC (C) - CMCUAIED C8:. CATCH BASIN CBS.CONRE1EBLOCK STRUCTURE C8. W - CONCRETE BLOCK WALL CH.. 010R13 01.8. • CHORD BEARING OIL- CHORD LENGTH CO.- CLEW OUT CLF. -CHAIN LIMP( TWICE CM .E -CANAL MABRENANO: EASEMENT CONC. CONCRETE CU.P.- CONCRETE NBI7YPOLE CP.- CONCREIEPORO1 CS. OONCNEIESIA8 C W - WN0RE1E WA:K D.E.. DRAINAGE EASEMENT D..M.E..• DRAINAGE MNNTE/WNLE EASEMENT DRAY•DRAEVAY • ...DEGREES ELEV.- ELEVATION ENCR.-ENCROACHMENT F.N. • FIRE HYDRANT FI.P.- FO(1N081ONFWE F.I.R.. FOUNDIRO'INOD FEE- FINISHED FLOOR ELEVA7ION F.N.O.-FOUND NAL& OSI( EMP -FEDERAL HADO1A, INSURANCEPROGRAM F.N.- FOUND NAIL WEED. INGRESS AD EGRESS EASEMENT LM.E,-LANEMNHIENVNE EASEMENT (M} MEASUREDOISTANC (MF) -MEASURED FIELD M.E.- MANIENANCE EASEMENT M.H.-MANIIOE N.AP.• NOT APART OF NOVO • NATIONAL 08005/70 VERTICAL DATUM N.Es- NOT TO SCALE R RENO. -NUMBER WS -ONSET 0.71.1. OVERHEAD UTIUTY LINES 0.R B- 08F1CML RECORDS BOO( 0.V.H.- OVERHANG PAIN- PAVEMENT PL. -PLANTER P.L. PROPERTY UNE PC0-PONT OF COMPOUND CURVATURE LIGIO AXE. PC- POINT OF CURVATURE LEE- LOWEST FLOOR ELEVATION P.O.T.- POINT OF TANGENCY P.O.W. PONT OF COMMENCEMENT P.O.B., POINT OF BEGINANG PRC- POINT OEREIERSE CURVATURE ENVY FARAWAY P.R.M.. PERMANENTREFERENB 7 • TANGENT MONUMENT P.L.S.- PROFESSIONAL LAND SURYEWR P.P. • POWER POLE - PU.E- PUBLICUTKITY EASEMENT STY. -STORY SW-SIOEWALX SIA. -SET IRON PIPE SIll.-SET IRON ROO SP. SCREENED PORCH SV - SEWER VAL1'E (R)- RECORD DISTANCE R.R.. R.W. ROAD RES- RESIDENCE R/W - RIGHT DAWAY RAD. RADIUS OR RADIA ROE. RANGE ' P.O.E.- R00F01EMW/O EASEMENT SEC. SECTION DRAWN BY: MEB CHECKED BY: R.A.-S SCALE: 1"-20' FIELD DATE: 04-27-2017 I JOB NO: 17-0455481 'SHEET: 1 OF 1 8W9-TOWAWP um- unary (IE.- UTILITY EASEMENT U.P.-UTILRYPOLE WM.. WATER MEIER WE- WOW FENCE W.P.-WOO 0PORO1 W.R.. WOW ROOF W.V.- WATER VALVE M - MONUMENT WE - CENTER LAE d - DELTA E - PROPERTY U/E OVERHEAD UIILTIY ONES CONCRETE BLOCK WALL (Gas) CHAIN LINK FENCE (C.LF) IRON FENCE (LF.) WOOD FENCE(W.F.) ELEVATIONS CONTACT YOUR PROCESSOR LeGAL NOTES TOACCOAPANY SKETCH OF SURVEY: • THERE MAYBE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THS SURVEY. ' EXAAWA MMA ONS OF THE ABSTRACT OF TITLE WLL HAVE 80 BE DE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY. • THS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVA OR EMENTS OF WORD. ••• • LEGAL DESCRIPTIONS PROVIDED BY CLIENT ORATTESTING •1TLBC•NAANY. 0'.0:5 ` • • • BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPH•REPR�E ENTATION OF 1+E SURY 1ib78(PER�RALE:FATIC• COULD BE DRAWN AT A SHOWN SCALE MOOR NOT BI SCID • • • • • EASEMENTS AS SHOWN ARE PER PUT BOOK, UNLESS CTED WORMS. • • • • • • • THE TERM ENCROACHMENT! MEANS VISIBLE AND ABO GROUNDOBIEM.• • • • •• • ARCHITECTS SHALL VERIFY ZONING REGULATIONS, TRICIjIONS, CPS AND IIILL BE lir*P*NSIBLE FOR OUBMIT7M • PLOT PLANS WITH CORRECT INFORMATION FOR 'APPASALFOR HONZATION' TO THE PROPER AUTHORITIES IN NEW CONSTRUCTION. • UNLESS OTHERWISE NOTED, THIS ARM HAS NOT ATTEMPTED TO LOCATE FOOTING ANDOR FOUNDATIONS. • FENCE OWNERSHIP NOT DETERMINED. • THIS PLAN OF SURVEY, HAS BEENPREPAREO FOR THE EXCLUSIVEUSE: THE ENTITIES: MED :REOBL TIN0CERTIFICAE • DOES NOTEXTEND TO ANY UNNAMED PARTY. •• •• • ELEVATION DATUM USEDNGVO 7928 • • • • • • • SURVEYOR'S NOTES: • • • • • • • 1.CERTIFICATE OF AUTHORIZATION LB 87338. NOT VAUD 11ITHOUZANA4ENTCAT )ELiCTP MCSIWATUR569H)• • AUTHENTICATED ELECTRONIC SEAL. • 2 WEAL NOT BE RESPONSIBLE FOR ANY CFBTANGE,ANGLE. OR ELEVA710N3*AILE FIG((!{ MISL • • •OR •• CACUl.1RON5. • • • • • BY: B.CORN NW 97th STREET e- 64-1 W cX,5 YS" z w z Fences Good; Side Out. The vertical and horizontal supporting members of a fence shat face the interior of the plot on which the fence is focdted and the finished side. shall face the adjoining lot or any abutting right-of-way 65, tL+ PARly V m D'AV I LA & Associates 'Services, Inc. Lard Surveyor* & Engineers CERTIFICATE OF AUTHORIZATION NO. 29056 CERTIFICATE OF AUTHORIZATION NO. 7538 14750 NW 77 CT SUITE 204 MIAMI LAKES FL 33016 PHONE:(305) b53- 2800 FRANCISCO AAGUIRREP.E.,P,L:S. (O 7-2017) PROFESSIONAL LAND SURVEYOR NO.: 3354 SUIT OF FORIOA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OP AM ATTESTING LAND SURVEYOR). SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY TO: THAT THE ATTACHED BOUNDARY -SURVEY OF THE ABOVE DESCRIBED PROPERTY, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED AND PLOTTED UNDER MY RESPONSIBLE DIRECTION, AND THAT THERE ARE NO ABOVEGROUND ENCROACHMENTS UNLESS SHOWN THEREON. I FURTHER'CERTIFYTHIS SURVEY MEETS THE STANDARDS -OF -PRACTICE FOR BOUNDARY -SURVEYS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ADOPTED IN CHAPTER 5J-17.050, FLORIDA ADMINISTRATIVE CODE. EFFECTIVE DATE JANUARY 1, 2010; AS AMENDED FEBRUARY 23, 2005. la (PC) (HR) (LP) ( D (PF; 6'- 0" C ente r to Cent er Po st S paci Grade ///'////// /•///,�/////// \ � \ \ \\\ \\ \\ / ,/ / //\/ X , /\\/% %/ >//\jam/\\\,a` /\/ \/\\/\\/\\/\\/\y\\/\, \/\/ \/\\ / / / / //.// // , // // //. -J This design samples with FBC 20148 4501.17 -� ana _. Fi3ncea God S de Cut. ThE v supporting membe-s of s f irterio of he pot on whici aid the finished side shall lot or any hutting r ght-of >>//\\\//\\jam\/\\//\\//\\//\\/\\ \\/\\/\\/\\/\ \\ \ \\ \: \\• Drawing # Fence Elevation Scale: 1/2" = 1'-0" (Typical) Fence Wholesale, LLC 1320 Stirring Road Unit 5A Dania Beach, Florida 33004 Phone: 954.933.5280 Fax 954.581.1978 ------------Tatt"ice f_5-1/2"or7" varies u) QR Q16 Nr a� U x a) - 0 Maximum FILE NO. DRAWN BY ••• • f/tOJECT610. (PC) ( BD) Board 7/8' x 11.3'or 6' Tongue and Groove Board PVC Fencing Tongue & Groove o P1.o ( DR) This design samples with FBC 20148 4501.17 -� ana _. Fi3ncea God S de Cut. ThE v supporting membe-s of s f irterio of he pot on whici aid the finished side shall lot or any hutting r ght-of >>//\\\//\\jam\/\\//\\//\\//\\/\\ \\/\\/\\/\\/\ \\ \ \\ \: \\• Drawing # Fence Elevation Scale: 1/2" = 1'-0" (Typical) Fence Wholesale, LLC 1320 Stirring Road Unit 5A Dania Beach, Florida 33004 Phone: 954.933.5280 Fax 954.581.1978 ------------Tatt"ice tecuretrbon'Design ,,_onsuuction T'nie for design 941 NE 19th Avenue, Suite 210 p. 954.874.6424 Fort Loud- ••le, Florida 33304 f. 954.874.6498 J.Sc I' - • 1737 ArcUrb.com AA# 26002262 ID ♦��♦ SIZE ♦♦ FILE NO. DRAWN BY ••• • f/tOJECT610. (PC) ( BD) Board 7/8' x 11.3'or 6' Tongue and Groove Board PVC Fencing Tongue & Groove o P1.o ( DR) Drop Rod 112' 0 Rod 6'-0" Optio ( GF) I_ Min. for pool enclosures — ( HI I as m (LAI 5'x5' 0.250 Wall (HRI v , I GPI - CBDI CGFI DR ( HR) Horizontal Rai (R Med Horizontal Rai E HI 1 (PFI 4'x 4' Self -Latching, self tapping #10 x 3/4' Hex Head screws ------- ( LP) Line Post --- 0.150 Wall — — ( PC) I J 6'-0" yi\\j�yi\\i\\�i\\�i\\ii\\ii`\\i• \j\\i/\/>' /\/�i/\/> j//\/\\/\\j/ / / \�/\'j><•,, </j,\><><",>•-/ /\%/�/' ,\\\/' /•'\ /%/� \%\�/ /\\ ,.>/, /•\ %\\//\/\ /. //\//\/\, \� //\\/\\//,` / /<(: /\//� Maximum • • tecuretrbon'Design ,,_onsuuction T'nie for design 941 NE 19th Avenue, Suite 210 p. 954.874.6424 Fort Loud- ••le, Florida 33304 f. 954.874.6498 J.Sc I' - • 1737 ArcUrb.com AA# 26002262 ID ♦��♦ SIZE ♦♦ FILE NO. DRAWN BY ••• • f/tOJECT610. ( BD) Board 7/8' x 11.3'or 6' Tongue and Groove Board PVC Fencing Tongue & Groove o P1.o ( DR) Drop Rod 112' 0 Rod 6'-0" ( GF) I_ Min. for pool enclosures Maximum Fully welded mitered comers as m Gate Post 5'x5' 0.250 Wall v C----) Hinge - Self Closing, self tapping #10 x 3/4' Hex Head screws \\/ \/ \W,/,, \// \V \\/ \// i%y iii\ii\\ii\\ \\\�\�iy�\��\ • \\i\\i\ \\.. ,0-,\'• iii\�••••,‘,/,,-• / /\i\i/\i\\i`�\/\• � • \\•/�\//�\\/�\/�\\�\/�\inti�\�•\//\\/\` •/%/ �%\/// \//\\/\ —1--L--I— This design compiles w Ih FBC 20148 4501.17 stenuwd ramdpoolslorsslEciosing sdWstch g & latch height M 54' df miaow. lrsn. (O o a L \\�/\��1�\�/\<(/\�/\ \ \ \ \`\ \ \\/\�•`\\\/�\\/\ �//:\iii\iii\,\�i \/i;.."\x//\\1�\�i\//\//i</%��\//i\\//\\/\/ice/\ m ,N •\\j y/ / \/\\t -/x///' //\\j\/\�\ix;\i//\\i \\\i\moi,i''i\V ,i\i\\i\\i\\\/\\i\\• i\\/' ••/ Drawing # Gate Details 3 Scale: 1/2" = (Typical - Single or Double) Drawing# Component Schedule and General Notes Scale: Not to Scale. U • • ARCURB tecuretrbon'Design ,,_onsuuction T'nie for design 941 NE 19th Avenue, Suite 210 p. 954.874.6424 Fort Loud- ••le, Florida 33304 f. 954.874.6498 J.Sc I' - • 1737 ArcUrb.com AA# 26002262 ID DESCRIPTION SIZE REMARKS FILE NO. DRAWN BY ••• • f/tOJECT610. ( BD) Board 7/8' x 11.3'or 6' Tongue and Groove Board PVC Fencing Tongue & Groove o P1.o ( DR) Drop Rod 112' 0 Rod Rod with guide, self tapping #10 x 314' Hex Head screws ( GF) Gate Frame 2'x6' Fully welded mitered comers (GP) Gate Post 5'x5' 0.250 Wall C----) Hinge - Self Closing, self tapping #10 x 3/4' Hex Head screws ( HR) Horizontal Rai 21x741 -1121x X 2' Med Horizontal Rai ( LA) Latch 4'x 4' Self -Latching, self tapping #10 x 3/4' Hex Head screws ( LP) Line Post 5'x5' 0.150 Wall ( PC) Post Cap Fitto Post - ( PF) Post Footing 12'0 x 24' 2,500 psi concrete Trt Wh2 1!1'0x12' Galvanized steel pipe ,nce shall face the EGENERA a OTES (Design): 'act tDesigdr44661 Ive barrier at grade) complies with the requirements of the FBC 2014, 5th 3Y- Edition & ASC 7-10, Vult= 122 MPH (Category I, 3 second gust), Exposure D. 0M91i`FAi1ONSriGate shall be securely locked in place during High Velocity Wind Events > 75 mph. Gate is designed & engineered as a dual leaf but may also be a single leaf using a gate post on each side with a latch and pair of hinges. • Gate may be installed single or double up to the maximum widths of each leaf. • • The design of this fence is to be used for perimeter enclosure of spaces at grade oryy •and : • shall not be used for applications that require • No changes are allowed without written 9 • All exposed visible ends shall be provided • All rails shall be notched twice on each • Vertical members shall remain continuous • All gate comers are to be fully welded. GENERAL NOTES (Installation): • POST @ GRADE: Anchored in (2,500 GENERAL NOTES (Materials): PVC: • All PVC extrusions shall be made of PVC Strength = 9,700 psi. CONCRETE: • All concrete used for footings or post grout within 7 days. SOIL: • All surrounding soil used for structural installation mechanical means to optimal density and FASTENERS & ACCESSORIES: • All fasteners shall be A300 non-magnetic material unless specified otherwise. • Any hinge or latch shall be of structural shall be installed in accordance with manufacturers • Drop rod may be pipe style or pre -manufactured safety rails or barriers. •• •• •• • •, authorization from the Architect. • • with caps or covers. • side. for the full height of each leaf of the gate! • • •' •••• •' • ••'••• •• psi) concrete. • • • • •' •• • • • •• ' •• Resin ASTM 1784 unless noted otherwise. Flexural shall reach a compressive strength of 2,500 psi purposes shall be well compacted by shall be free of deleterious or organic materials. alloy, stainless steel, or other corrosion resistant quality molded polymers or or zinc coated metal and recommendations. style. 5"x5'x.150" Post (LP) 1-1/2" Rail Crimp Notch i Rail (Any Type) Rail notch (crimp) Detail Drawing# Component Schedule and General Notes Scale: Not to Scale. U • • ARCURB tecuretrbon'Design ,,_onsuuction T'nie for design 941 NE 19th Avenue, Suite 210 p. 954.874.6424 Fort Loud- ••le, Florida 33304 f. 954.874.6498 J.Sc I' - • 1737 ArcUrb.com AA# 26002262 :Permit. Package I ••,•••'. uri• • FILE NO. DRAWN BY ••• • f/tOJECT610. • io PVC Fence Installation • • • • • Owner Street • •• • • •• • • • • State, • rJ••• • • City, p; • • • • • PVC Fencing Tongue & Groove o P1.o