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FW-19-1315Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 06/18/2019 Location Address Parcel Number 1441 NE 101ST ST, Miami Shores, FL 33138 1132050240270 Contacts Permit No.. FW-06-19-1315 Permit Type: Fence/Wall Work Classification: PVC Permit Status: Approved Expiration: 12/16/2019 ALEXIS BENJAMIN Owner Samada Fence Inc Contractor 1441 NE 101 ST, MIAMI SHORES, FL 33138 Sergio Samada Home: 3053337334 Business: 9545594355 samadal@msn.com Inspection Description: PVC FENCE 5' HIGH 1 GATE 48" WIDE CHAIN LINK Valuation: $ 2,150.00 Inspectition Requests: 4949 FENCE GREEN 5' HIGH Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $2.50 Wire and Wood Fence Fee $50.00 Total: $197.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $197.90 Credit Card 06/07/2019 $50.00 Credit Card 06/18/2019 $147.90 Amount Due: $0.00 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/b;�truction anti zoning. Futhermore, I authorize the above named contractor to do the work stated. rized Signat4i Owner / Applicant / Contractor / Agent Date 18, 2019 Page 2 of 2 RECEIVED Miami Shores Village J N 07 o19 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 r BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No. fi-F w - (& - Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP v / r CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:[ I .3,10S 0 a- V 0 k 4 Is the Building Historically Designated: Yes NO t/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): h Phone#: 3 01 — 33 3 - 43 3 y Address: 1441 ^l F/ 40 1 S �" 14 City: � i 04"4t K 0 ci Q S State: r v Zip: J Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Samada Fence, Inc Phone#: 954-559-4355 Address: 110 W 31 ST 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: t Value of Work for this Permit: $ S� Square/Linear Footage of Work: i Type of Work: ❑ Addition ❑ Alteration New, I ❑ Repair/Replace ❑ Demolition Description of Work: 19✓ (- C- e"Y e S' A,) 3 C (n 1 4 0M Le� y (A) S a! � Specify color of color thru tile: Submittal Fee $ qD ` GO Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ l , TOTAL FEE NOW DUE $ `y •�d (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work an commenced prior to the issuance of a permit and that all wor construction in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... Zip Zip d installations as indicated. I certify that no work or installation has k will be performed to meet the standards of all laws regulating permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, 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 on 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. SignaturA4ZV-44 A40:2���— /-tov OWNER or A NT The foregoing instrument was acknowledged before me this day of "`''' '9— 20 19 by ��G/S^1►. who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: r Sign: Print: _ Seal: �`_ Expiros• • July 17, 2022 ,r Bonded dwu Auon Notary W Signature CONTRAC The foregoing instrument was acknowledged before me this 3 day of k-� e 20 by Sl ✓r4 0 }'f . who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1-01 :4r Seal: �i Expires: July 17, 2022 BmW thlu Aaron Notary APPROVED BY �� L 'I Plans Examiner �'` Ld V` Zoning LA Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 WHO t LK i A OT 0 so un r Ln ""FA"A"'Em OF To 0"" PROP""w"""'Y " P"""'AIS""w"i Summary Report Property Information Folio: 11-3205-024-0270 Property Address: 1441 NE 101 ST Miami Shores, FL 33138-2612 Owner PAUL L BENJAMIN &W ALEXIS N Mailing Address 1441 NE 101 ST MIAMI SHORES, FL 33138-2612 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/1 Floors 1 Living Units 1 Actual Area 3,440 Sq.Ft Living Area 2,275 Sq.Ft Adjusted Area 2,895 Sq.Ft Lot Size 9,263.54 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $350,553 $333,780 $333,780 Building Value $217,125 $217,125 $201,492 XF Value $19,248 $19,497 $19,746 Market Value $586,926 $570,402 $555,018 Assessed Value $295,336 $289,830 $283,869 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $291,590 $280,572 $271,149 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 10 BILK 3 LOT SIZE IRREGULAR OR 15819-0188 0293 1 Generated On : 6/7/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $245,336 $239,83 $$233,869 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $270,336 $264,830 $258,869 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $245,336 $239,830 $233,869 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $245,336 $239,830 $233,869 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/1993 $187,000 15819-0188 Sales which are qualified 05/01/1973 $75,000 00000-00000 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: https://www8.miainidade.gov/Apps/PA/propertysearch/ 6/7/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, 2e-?7Py*-,!-does hereby attest that (Property owner) ' The attached survey, performed by Cos e S G j I. (Name of surveyor's company) For address:/ K `!% & S Performed on / /5 3 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further,,Affiant say eth ught. n GCrG � GAS JQ-Y, �,. v►.-�•, Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this _day of wn X0J S Affiant is personally known to me, produced as identification. my #(.;=270 *= Expkes: ,hob 17, 2022 x _ gamed ft Aron 140111 Revised on 5/22/2009/ Revised on 6/12109 6t.4_ �� Notary Notice to Owner — Workers' Com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. SignaturPlorida !� Owner State of County of Miami -Dade The foregoing was acknowledge before me this day of !�S %A^'� '0— , 20 /5 . who is personally known to me or has produced A as identification. Notary: SEAL: '� Z Cgw is� Avila 8 GGM270 Expires: J* 17, 2022 ' :�e Beaded On AM NOUry 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL Fence Terminal Post Line Post Dimensions Terminal Post Line Post Concrete Height (ft) Dimensions (in inches) Concrete Foundation Size (in inches) (o.d. X wall thickness) Foundation Size (diameter X depth) (o.d. X wall thickness) (diameter X depth) (in inches) in inches Up to 4 2 3/8 x 0.042 1 5/8 x 0.047 1 10 x 24 8 x 24 Over 4 to 6 1 2 3/8 x 0.042 1 1 7/8 x 0.055 1 10 x 24 8 x 24 For SI: 1 inch = 25.4 mm. NOTES: 1. This table is applicable only to fences with unrestricted airflow. 2. Fabric: 12'/2 gauge minimum, Black or Green. 3. Tension bands: Use one less than the height of the fence in feet evenly spaced. 4. Fabric Ties: Must minimum the same gauge of the fabric. 5. Fabric Tie Spacing on the Top Rail: Five ties between posts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spaced. 7. Either 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 (3m) on center maximum. 10. Post shalt be embedded to within 6 inches (152 mm) from bottom of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may clear the contour of the ground by up to 5 inch (127 mm) without increasing table values to the next higher limit. NOTICE TO PROPERTIES WITH POOLS: If the fence is to meet the criteria as a pool barrier, the fence shall not be climbable and all rails must be plas"facing the inside of the property. Pedestrian gates shall have self -closing and latching devices installed et•the rninimujn of �4" above ground. For further details see Section R4501.7.1 of FBC. • • Rev. 10-08-15 L WaW • pAUL BENJAMIN & ALTEXIS • BF:T.'AMIN a0D N- : H-4386 ROP. A&). 1441 TT. r. Joist Street Miami, Y lorida DATE=,TanL;ary 15 29.93 ;GAL D6SC✓?zP7ION: Lot QiBlock 3 PARK ESTATES, according totheplatthereof PasTTRACT recordedin Plat A OF lBook AMI S56RES 'age 86, of the Public Records of Dade County, rlorida. Tote: all elevations ssbown refer to National Ce•odetic Vertical Datum... A-11 bearings shown refer to an assumed meridian as per Plat's Block. la$is fir bearings - the Easterly, line of Lot 10, in Block 3 'ROPEBTY LOCATED IN T'LOOD ZONE: AE (Panel 0093 ?') -ase flood elevation: 9.O' each Mark used located at NE 96 ST 7 NE 10 Ave umber B-•62, with elevation: 8.74' %9 I .4 /3 • pl I r �to s i c:. 17 • //O- g� . s%' 41 = 10 B 1,4 z.Y,f _. A 7"f 0 /� , �'��" 7-'Cyl! z MER6WOW7I7y: 7Aat the atd.achzd ,Aetch oZ eu,,wey nep-te.aen44 a 4eCerLt ,uIwey Made :--wAik" pry-dZtec4ote,'.Ad a taue anal co�ut.ect to the tee4t o/ my kno wedge. and Lztiea . 7 e•40 encNoa��t•t� wL&4o -5houvt the4zon. 7/ti4 �yey Xe 44 oa ezceede the . ra iJ <: faun• ? echo ic0 �ls S�oi+dand� a t �o2th 4 . Ae FLDIUDA BOARD OF L"D SURVO RS, pwtward • •.1st lec�:on 472.0�`f 7LORMA S7A UMS and Chapt," 21 HN 6 F. AX. • 8 3 4 1 SU#SE7 DR&&ri4- .::.:1: 596'V888 : 0000 escudo ; Rcoi4z! t-d Land Su.nueyaa 2895 . 1� S7,.97C L0J?ID,4 .: r, .1 r.•l!%r•r/ r![1 iC ) i tC1/1.!/1 �.t' Lr ,� H-438 ,. tl ' lr an c•rrCc � ;r�! �ruL. !�/?A[JI.C. � 6• xv L z 1. 4, 7,0 6^ 07 's, .5; /,Aj Q1 AZ Lij Ur Li m (40' �JD 04 0 �7 E CL ul wo a: IV 4, Q; VC — Goof Do Go 6 6'* 0000 6 ek .5; CA Z 4 0 J-k r, z P.T r r, no 6 (A) 4oi P.;D 6 000.. Go:... PAM, , LOUIS SENJAX IN & ALEXIS No B.ENJAMTN o'e, ''PRUDE9TIAL ROME MORTCAnE COHrAXY INCORPOPATED o CITACAC,0 TITLE INMANCE C64rAN *see i ExTi mr? ANY rTTL.F. CIC[!4` J N 0 7 Z019 o� PC Greenbrier Style LA TR GPE 4 "' t? E GB 9 BR GP HI • •••••• •••• ...... Grado - .. rt- `. • • Primrose Style • ID DESCRIPTION SIZE THICKNESS REMARKS BR Bottom Rail 2' x 6' 0.080 Deco Rail DR Drop Rod 1/7 0 Rod - Self -tapping #10 x 3/4' Hex Head screws GB Gate Brace .895' x 3' 0.060 GP Gate Post 5' x 5" 0.160 Stiffener post insert required HI Hinge 6' Heavy Duty, Self Closing ® Latch 2" x 4' Self Latching (@36' aff min.) LP Line Post 5' x 5' 0.135 or 0.160 (0' to 410.135' required (4-65 0.1601 PC Post Cap Match Post 0.080, PF Post Footing 12"0 x 36" N/A 2,500 psi Concrete PI Picket 7/8' x 3' 0.050 PS Post Stiffener 4.52" x 4.52' 0.060 Tensile: 50 Ksi Yield: 38 Ksi TR Top Rail 2' x 3-1/2' 0.090 GENERAL NOTES (Design): • Design (Decorative barrier at grade) complies with the requirements of the FBC 2017, 6th Edition & ASCE 7-10, Vult= 122 MPH (Category I, 3 second gust), Exposure D. • LIMITATIONS: Gate 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 only and shall not be used for applications that require safety rails or barriers. • POOL ENCLOSURES ONLY: R4501.17.1.5 - Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches or more, spacing between vertical members shall not exceed 4 inches. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1 3/4 inches in width. • No changes are allowed without written authorization from the Architect. • All exposed visible ends shall be provided with caps or covers. • All rails shall be notched twice on each side. • Vertical members shall remain continuous for the full height of each leaf of the ate. • All gate comers are to be fully welded. r., GENERAL NOTES (Installation): • POST @ GRADE: Anchored in (2,500 psi) concrete. GENERAL NOTES (Materials): PVC:pMj;All PVC extrusions shall be made of PVC Resin A . 1s 1 oth se. Flexural Strength = 9,700 psi. CONCRETE. • All concrete used for footings or post grout shall reach a compressive strength of 2,500 psi within 7 days. SOIL: • All surrounding soil used for structural installation purposes shall be well compacted by mechanical means to optimal density and shall be free of deleterious or organic materials. FASTENERS 6 ACCESSORIES: • All fasteners shall be A300 non-magnetic alloy, stainless steel, or other corrosion resistant material unless specified otherwise. • Any hinge or latch shall be of structural quality molded polymers or or zinc coated metal and shall be installed in accordance with manufacturers recommendations. • Drop rod may be pipe style or pre -manufactured style.