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FW-05-19-1065, 1071 NE 95th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit 1o.: FW _ ' Work Cla cation: Ord Metal Permit Sys: ApprGrtYMl d Ism :09/29/2019 F Exlilon:02/11/2020 Location Address Parcel Number 1071 NE 95TH ST, Miami Shores, FL 33138 1132060143610 Contacts ERNESTO CAMBO Owner 1071 NE 95 ST, MIAMI SHORES, FL 33138 Home: 3053039894 SOUTHERN FENCE & DESIGN INC Contractor PAUL CASAS 7911 NW 175 ST, HIALEAH, FL 33015 ECAM@CPFINV.COM Description: 107 LF OF 5' ORNAMENTAL ALUMINUM WITH 18' Valuation: $ 4,000.00 Inspection & quests: V.TRACK ROLLING GATE 12'�t�i Total Sq Feet: 0.00 Fees Amount Application Fee - Other $S0.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Technology Fee $3.13 Wire and Wood Fence Fee $75.00 Total: $179.33 Payments Date Paid Amt Paid Total Fees $179.33 Credit Card 05/13/2019 $50.00 Credit Card 08/15/2019 $129.33 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Agent Date August 15, 2019 Page 2 of 2 TZECEIVED \` Miami Shores Village M Y 13 2019 Buildin De artment BY. KJ� v g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �TP � Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ` FBC 200 BUILDING Master Permit NoInN - U; - I q - 10(0� PERMIT APPLICATION Sub Permit No. ZBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: to7t _UE !9547 St - City: Miami Shores County: Miami Dade Zip: 3 3 139 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: 2O S303 9 k R cf Address: 471 zAIE a5 sE— City: .M in rn i 5 h700* State: % G. Zip: 3132. Tenant/Lessee Name: A (� Phone#: — Email: t 1 4 rAA � 1' i CONTRACTOR: Company Name: 51.1'j to tor Fe vn(± V Qv-) G n 0 S t Vin Phone#: 303 qq g SOS$ Address: 79 1 l .t. W l7 S 'V' SIt City: Heck 1Qc,tn State: F71-1 Zip: 2z3C% l5 Qualifier Name: 1 0cj I -A-o_SCI5 Phone#: -AO'i qqq SOsg State Certification or Registration M • (0013 i Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ tf'0000 oig Square/Linear Footage of Work: (_ Type of Work: El Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: 107 1,17 o-0 S L* w �, A o Q,n n,1 V)X9 jo�1 rolt.�TC4Q:b:R Specify color of color thru tile: Submittal Fee $ C4) • U" Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 12 3 (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 Zip 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 COMMEMEMENT." Notice to Applicant: As a condition t the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of hI notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachm nit. 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 d einspection fee will be charged. OWNER or AQENT The foregoing instrument was ackn+Iedged before me this (9-6 day of µ u 20 #1q by L72n/C61p C.s" J!5;' fl , who is personally known to mme, or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: L /'r/1'r L�ZGAy1A as Signature -- C� CONTRACTOR The foregoing instrument was acknowledged before me this o� day of M 20 )6 by mi l QSa s who is personally known to me or who has produced -fq— p1 V X as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Sea �'•' "` a ILLIANA LECANO MYCOMNSS10N # M19551 vw„ti++ APPROVED BY Plans Examiner Structural Review ADRIANA C. PEREZ Notary Public • State of Florida Commission # FF980353 *********** Zoning Clerk (Revised02/24/2014) 4/10/2019 Property Search Application - Miami -Dade County 0 '14""E OF T" 0" R"PER"I"I" APPROWSER x,' " F F u Htp U y . r Summary Report Property information Folio: 11-3206-014-3610 Property Address: 1071 NE 95 ST Miami Shores, FL 33138-2547 Owner ERNESTO CAMBO �ANA MARIA PRIU CAMBO Mailing Address 4255 LAKE RD MIAMI, FL 33137 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 413 / 0 Floors i 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,806 Sq.Ft Lot Size 17,125 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $616,680 $616,680 $633,382 Building Value $198,444 $198,794 $199,144 XF Value $29,460 $29,702 $29,946 Market Value $844,584 $845,176 $862,472 Assessed Value 1 $363,398 $355,924 $348,604 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $481,186 $489,252 $513,868 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 MIAMI SHORES SEC 3 PB 10-37 E1/2 OF LOT 25 & LOT 26 & 27 BLK 81 LOT SIZE IRREGULAR OR 18367-769 1198 1 Generated On : 4110/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $313,398 $305,924 $298,604 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $338,398 $330,924 $323,604 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $313,398 $305,924 $298,604 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $313,398 $305,924 $298,604 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/13/2018 $1,100,000 31143-4774 Qual by exam of deed 11/01/1998 $275,000 18367-769 Sales which are qualified 01/01/1982 $250,000, 11382-0122 Other disqualified 08/01/1976 $81,000� 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:i/www.miamidade,gov/info/disclaimer.asp Version: Southern Fence and Design Inc. 7911 NW 1751h St Hialeah FI, 33015. 303-949-5058 Paul.casas@icloud.com Date: 5110119 State of h �- County of ,te44 L�nv-ni Q fe Before me this day personally appeared !"��, � e�ns� who, being duly sworn, deposes and says : That he or she will be the only person working on the project located at: 1 Q 7 1 ---"J r _ l �5 -tAvQ—) 5 I-X�S F-1-, I� t �i Sworn to (or affirmed) and subscribed before me this L ay of %, . 20&-, by Paul A Cas s Personally know / Or Produced Identification V Type of Identification Produced = �N` ADRIANA C. PEREZ Notary Public - State of Florida %y Commission # FF980353 My Comm. Expires Apr 7. 2020 ,A,&, m c., Print, Type or Stamp Name of Nota Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation 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 pan -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 employ r subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed t . rk on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insur coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW Y ACKNOWT.EDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade ']fj AA 9 The foregoing was acknowledge before me this s 1 day of "' `-C# 120 I I . By L.5 L)y rc -to ! -.n-V , l�j C7 who is personally known to me or has produced -------------- as identification. 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A ... x. ■.. sHana, 2 Nrkw BOUNDARY SURVEY E.R. Brownell 8r Associates, Inc. � I F , • .�. 21 _. vwr o.ax,uw rxmuaas wo vvu,.as su ■ uxeaa R 1071 NE 95 ST Miami Shores Village o0 ZONING DEPT ILDG DEP L SUll.11=:,T TO OMPI_IANy�,E WITH ERAL �■„ . STAFF AND C �IJNTY RUl ES AND R G(OATIONS •s. •.eee• M 3 Gate Details Scale: 3/8' =1'-0' — — Adjustable self -closing hinge attached with #12 x 3/4" Tek screws ® per manufacturer l e requirements Hinge Detail _ Magna Latch — Automatic latch with #12 x 3/4' Tek screws ® c do in per manufacturer m c requirements Latch Detail — NOTE: Only One Drop • • • • • Rind i• Regidrd !!! �✓ • d 0_0 • • • • • • 364"21eceRlerdrop • • • • r d"uide• • g • so11h • I*0�) #12 Tek is Drop Rod Detail I I suews C D I nal ruvrar (Typical -Single or Double) ScaleScale: 1' - T-0T�-0' • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ID DESCRIPTION SIZE EMS# REMARKS BR Bottom Rail 1' x Y x 0.062' HR3 or HR12 Pickets may punch through or stop Q rail CF Concrete Foiling See Schedule WA 3,000 psi (Minimum) © Core Drill TO x 3-112' WA 10ksi, fill epoxy or high strength grout ® Drop Rod 3M'Ox2P WA Standard Drop Bolt ® Gate Frame 2xTx0.125' 19E3-209 All corners fully welded HI Hinge WA NIA Standard 4' Sell -Closing Hinges ® Horizontal Rail 1' x 2' x 0.062' HR3 or HR12 Pickets may punch though or stop @ rail Intermediate Rail 1'x2'x0.062' HR3 or FIR12 Pickets may punch through or stop @ rail Knox Box TBD WA Coordinate with Local Fee Department Latch NIA WA StandardSelkoiLaidl 5gi Line Post 2x2'If0.066' HRd withHR-2Snapplateorwildpost Gate Post 2'x2'x0.125' lM3.209 - Pkket 1'x l'x 0.044' HR-5 Alternate: HR-13 (314'x 3/4' x 0.040") Plexiglass Panel 18'x18"x025" NIAUse wine a regal ed Top Rai 1.6'x2it. x0.06' I Akemate:W-10&12(1Ilf2.5%0.06') ® I Wall Clp 1318' x 1.114' I 21-a186 I Ntenale: 21-&185 GENERAL NOTES (Design): 1. LOCATION: This design Is for AT GRADE railing Installations ONLYII Installations above grade shall be designed for specific conditions for the location. 2. COMPLIANCE: Design complies with the requirements of ttre FBC 2017, 6h Edition IS ASCE 7-10. 115 MPH (Category I, 3 second gust), Exposure C. 3. CONNECTION METHODS: Fencing panels (Pickets 8 Rails) may be either mechanically (screw) connected using #12 1-1/4" Tek screws or tack welded. Gate frames shall be fully welded by a .need welder In the shop using 5183 or 4043 filler metal with 1/4" weld all around. 4. GATES: Gate leaf (single or double) widths can be installed up to the allowable sae as shown In Gate Details. Should a double leaf gale be installed then the Latch and Drop Bott shall be Installed (per the local requirements). 5. SOIL All soil around footings shall be 98% optimum dandy (2,500 par minimum capacity). 6. OPENINGS S ENDS: All openings shall be able to reject a 4" sphere. All exposed visible ends shall be provlded with caps or covers. 7. THREE RAIL STYLE: May allow for opening between top and intermediate horizontal rail or be filled with pickets and optional decorative rings or scrolls without alf-ling engineering design. GENERAL NOTES (Installation): 1. POST CONNECTIONS: a. POST Q CONCRETE DECK PLATE / SHOE: Pre -manufactured Aluminum post shoe or 4"x4'x3/16" aluminum plate anchored with (4) 1/4"0 x 3-I12' tapwns (minimum 3' embed). Attach shoe to post using (2) #14 x 3/4' SMS. b. POST 4D CONCRETE DECK CORE DRILL: Core concrete deck 3"0 x 3-1/2' aed Install post whh high strength epoxy grout (10,000 psi minimum). POST 49 GRADE: Anchored In 1W x 24' (2,500 psi) concreta. 2.g WALL CLIP CONNECTION: (Pre -Manufactured or 2'x2"x1/8' aluminum bent plate)Aluminum to connate connections shag be 1/4'0 x 2-1/4'tapcons (min. 1-3/4" embed). Aluminum to aluminum connections shall be made using (2) #8 x 1" Tek screws par receiver. 3. RAIL / POST CONNECTION: (1) # 8 x 1' Tek screws or fully welled. 4. RAIL / PICKET CONNECTION: 11) # 8 x 1' Tek screw or fully welded. S. PLEJUGLASS PANEL I FRAME, POST, PICKET: Affix at centerline of latch to Post, Frame 8 Pickets #12 Tek 4$ 8"o.c. GENERAL NOTES (Materials): 1. All aluminum extrusions stall be made of alloy 6063-T6 Alloy (35,000 psi yield) unless noted otherwise. All fence panels and gates shall be powder coated or factory finished for corrosion esistancei. Aluminum shall NOT be In direct contatl with concrete. 2. POOL FENCING ENCLOSURES: 2.1. All gales shall open outward and shell be 68" high and have no opening more than 112' within 18' or the latch. 2.2. All hardware used shall be automatically, self closing and se8-latching. Magna Latch and Lokk bolt shall be used In a pool fencing application with latch location 54" AFF minimum. See Component Items / Manufacturers List item: D&D Technologies Pori # Hinges: True Close TCAIWTL2-Mk2 Latches: Lokk Latch MGHDD1019 Magna Latch MLTPS28GA Drop Rods: 24' Metal Drop BaitNW383D5N-24SSW 24' Lokk Bolt MGHDR1061 WT Component Schedule and General Notes Scale: Not to Scale (Typical) E N a a €� 0 0 (D =Sn U C6 n_ Q Cc � C C :3 a) Q L L_ I:"i111lH Tail 11d `Zxtix .0�3 "9' '-,--V-Track IV Groove Wheel - 940 --.TL%h&- )x2)( e©Cv2 1-- 9, (TYP•) _ --2J%" Gate Opening 73-7 "Overall Gate Length • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • .... .... ... .... ....... . . ..... . ... . ...... . .... .... . . .... . - Upright- - xl X • ©CQ2- 2X2X d(DC13 -Bottom Member U LX .045 FOUNDATION ,Q , 9/1Inches/Feet TYPICAL ALUMINUM FENCE DETAIL Please indicate dimensions in highlighted spaces belovu••••+ . . .... ...... ...... .. . ...... SUPPORT POST SPACING •�•. • .fit •• • _ UU • qA A • I'li— Jj •.Soso • • • • • • •.Soso • • w •••• ,., 12 ` =� MAX FENCE HEIPW- riches/F� eet T�• �• ..•... Soso .S•... . . so** .• .... . ... ..... •• .• •• • .••.•S • • • •... 5• *..:: 0 ••..