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FW-18-427 Permit No. FIN-2-18-427 .c.c. iMiami Shores Village Permit Type:Fence/Wall v� 10050 N.E.2nd Avenue NEPerill 'i Work Class cation:Wire Fence . - Miami Shores, FL 33138-0000 Pennk Status:APPROVED ,I, mos Phone: (305)795-2204 FLORIDA Issue Date:3/14/2018 Expiration: 09/10/2018 Project Address Parcel Number Applicant 1400 NE 101 Street 1132050230030 Miami Shores, FL 33138- Block: Lot: ANNA ALVAREZ Owner Information Address Phone Cell ANNA ALVAREZ 1400 NE 101 ST MIAMI SHORES FL 33138-2613 Contractor(s) Phone Cell Phone $ 2,450.00 Valuation: FIRST FENCE USA INC. (305)528-6940 - �— Total Sq Feet: 124 Approved: Available Inspections: Comments: Inspection Type: Date Approved: Final Date Denied: Foundation Type of Construction:Wire Fence Additional Info: REPLACE CHAIN LINK FENCE BLAC Review Building Classification:Residential Scanning:3 Review Structural Review Public Works Review Planning I k i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# FW-2-18-66496 DBPR Fee $2.00 03/14/2018 Credit Card $ 176.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 02/20/2018 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee-Wire&Wood $124.00 Plan.Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $226.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in-compliahce 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. OWNEam regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construze the above-named contractor to do the work stated. March 14, 2018 I Applicant / Contractor / Agent Date Building Department Copy March 14, 2018 1 �. � ' ��D /� �� .� . , ��. �� ._ Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Snores,FL , Phone: (305)79S-2204 4 Fax:(305)7564972' Inspection Number: INSP-997585 Permit Number: FW-2-18-427 Scheduled Inspections Dpt June 06,2018 Permit Type: Fence all tris tor: X11104, ' \1Q Inspection Type Final Owner. ALV ' EZ,ANNA Work Classification: Wire Fence Job Address:1400 NE 101 Street Miami Shores,FL 33138- Phone Project: <NQNE> Marcel Number 113° 150230030 � , Contractor. FIRST FENCE USA INC. Phone:(305)578.5940 r Building Department Comments REPLACE CHAIN LINK FENCE BLACK VINYL6 TALL ° mesad Cammer►ts REPLACE FRONT GATES ALUMINUM LOW PROFILE Z INSPECTOR COMMENTS raise BLADE SYSTEM 6 TALL Inspector Comments Passed i Failed Correction Needed a r Re-inspection Fee No Additional I etions can be scheduled un ii re-Inspection fee Is paid a June 05,2018 For Inspections please calf(315)7624949 Page 10 of 30 ! Miami Shores Village RECEIVED ` 312 Building Department FEB 20 1018 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 /J Q Tel:(305)795-2204 Fax:(305)756-8972 Y INSPECTION LINE PHONE NUMBER:(305)762-4949 ' FWC 20« BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION DRENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP f J 7� CONTRACTOR DRAWINGS JOB ADDRESS: /�©o /V JF /O/`s/ it City: Miami Shores County: Miami Dade Zi Folio/Parcel#: DDJO Is the Building Historically Designated:Yes NO A— Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple JTitleehold�e^r): A IQ Q Q Phone#:3DS_9w-�Sa02 Address: oe) r v .� 915 11- S City: i Q M 1, 5 State: �` Zip: 3.3 .3 9 Tenant/Lessee Name: Phone#: Email: ^� f �j /q CONTRACTOR:Company Name: /ZS / ��.e. V T4�hone#: _7O�SC2O 16 / V6 Address: 50ft� S City: / State: Zip: Qualifier Name: �3/� / 9 Phone#:3DS�S Io State Certification or Registration#: 3 Certificate of Competency#: DESIGNER:Architect/Engineer: "0P?e- Phone#: Address: He- . City: State: / Zip- 40(7 Value of Work for this Permit:$ ' Square/Linear Footage of Work: Type of Work: ❑ ition ❑ Alter tion /❑ New KRe ai Replace /❑ Demmolp D ripti nofWork: ClL�/'I/� n C Specify color of color thru tile: Submittal Fee$ Permit Fee$ (2-q. 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) Y7e Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) () ^e– Mortgage l-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 inspe which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n t be pproved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument w s acknowledged before me this The foregoing instrument wasacknowledgedbefore me this day of 20 by day of �Rs 120 J by !Ia who is personally known to Q(--1\3 O�-(- ?f N 0 ,who iissppersonally known to me or who has produced_ -1/�l as me or who has produced 6a�,, p�Iyh ` as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 11%xvn Sign: Sign: •� Print: Print: WCOMMISSION FF8Bl492 :;0 4• a:" Seal: _� = D�IRES:M Seal: >t a: 25,20M J e?`� iaoneeetnn,rkt„y lkf yN �`�'•syu�ely �2 . ,....,. �`n2 X00 AW •'`Q\� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 3 , c�tIORES ` '<< Miami- shores Village miles �_ ������' Building Department 10050 N.E.2nd Avenue res I0 Miami Shores, Florida 33138 int Tel: (305) 795.2204 Fax: (305).756.8972 SURVEY AFFIDAVIT STATE OF(FLORIDA) COUNTY OF(DADE) The undersigned Affiant, Gladys L. Coia does hereby attest that (Property owner) The attached survey, performed by Baseline Engineering and Land Surveying (Name of surveyor's company) For address: 1400 NE101 Street; Miami Shores, FL 33138 Performed on May 3, 2000 (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 ma ff ct final inspections as applicable to this or other permits. Further,Aff naught. Gladys L. Coia Propertywrier Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this lx __day of , Affiant is_personally known to e produced......OhV as identification. bLr._Cta,p M fjp� Tni"M Russelr µ lss+an G 178857 �y� Expw"01/ICM22 i Revised on 5/22/2009/Revised on 6112109 2/20/2018 Property Search Application-Miami-Dade County 01"FFICE OF THE PROPERTY APPRAISER L Summary Report Generated On:2/20/2018 I Property Information Folio: 11-3205-023-0030 j Property Address: 1400 NE 101 ST Miami Shores,FL 33138-2613 Owner GLADYS COIA&ANNA ALVAREZ x Mailing Address 1400 NE 101 ST � MIAMI SHORES,FL 33138-2613 ' PA Primary Zone 1600 SGL FAMILY-3501-4000 SQ 0101 RESIDENTIAL.-SINGLE Primary Land Use FAMILY: 1 UNIT 'z Beds/Baths/Half 3/2/1 Floors i # Living Units 1 Actual Area Sq.Ft Living Sq.Ft S .Ft Adjusted Area 2,746 Sq.Ft Lot Size 15,420.75 Sq.Ft Taxable Value Information Year Built 1953 2017 2016 2015 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $705,252 $689,718 $684,576 Land Value $1,965,515 $1,965,515 $1,819,921 School Board Building Value $293,125 $293,365 $293,605 Exemption Value $25,000 $25,000 $25,000 XF Value $17,534 $17,552 $12,352 Taxable Value $730,252 $714,718 $709,576 Market Value $2,276,174 $2,276,432 $2,125,878 City Assessed Value $755,252 $739,718 $734,576 Exemption Value $50,000 $50,000 $50,000 Taxable Value $705,252 $689,7181' $684,576 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $1,520,922 $1,536,714 $1,391,302 Taxable Value $705,252 $689,718 Cap Reduction $684,576 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second' Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Homestead 05/01/2000 $675,000 19112-3171 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). 06/01/1994 $360,000 16405-3895 Sales which are qualified Short Legal Description 5 53 42 M SHORES BAY PK ESTS PB 55-83 LOT 3&W1 OFT LOT 4 BLK 1 LOT SIZE IRREGULAR OR 19112-3171 05 2000 1 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/disciaimer.asp Version: t lrapal CERTLP(ID 7V - ASSREVIATIONS COLA,GLADYS AND ALVARE7,ANN JULY PERMIT LEGAL DESCRIPTION: DUBOW t DUBOW,ATTORNEYS AT LAW • LOT 3,BLOCK 1,MIAA4 SHORES BAY PARK ESTATES,ACCORDING I.O T!�p(a7 tFGrAEOF, �L ATPDRNEYS'TTIiF INSURANCH FUND,INC. ID AT 3.PAGE 33,OF THE PUBUC RECORDS OF M1AN"ADE Al. WAIT.STRPBT MORTGAGE BANKERS.INC..iu mttcnm savor u to mart"may •w,'. �' _ 11 lAND'10 DESCRIBED PORTION OF LOT i,BLOCK i. 140--m � Miami Shores Village r a`x 0 C—ft acre 1' �iEGIN T u.c��' ApRNER OP SAID LOT 4;THENCE RUN SOUTH Or 31'1Y CLe- �'"""" APPROVED Y DA ^�`.- ` To OFSAID LGT 4•l3I.a P7?ESfroTTESOVIHWESt' • �M .1' RUN EASTERLY ALONG DIE ARC OF A CIRCULAR ,,M%`D'7G FOR ITS ELEMENTS A RADIUS OF 3163.40 FEET AND A T,r.r-.CacW.4 rrq r.ewn. `S IJGL)o 4 00'3x Y IOAO FEET,SAID CIRCULAR CURVE 13EDIG THE w-{ ONING DEPT Y M ` 4;�4CERUN�THor 31*it WETT,PARALLELTO 1 Cl-C..1 M AND 10.00 FEET EASTERLY THE WESTERLY LINE OF SAID LOT 4 FOR 135.22 FEET TO A �-_ � 21 ]� 5 1 0 1r Q LINE OF SAID LAT 4,SAID NORTTIFRLY LINE TIM0 A oL. [= ��®. RUN WESTERLY ALONG M ARCOFA CIRCULAR CURVE TO (c)- zn! Vr�'Z , X TFIS ILLGHT. ELEMEM5 A RADIUS OI'fda.66 PTOF AND A CENTRAL ANGLE o..e� » r DEPT ;S =LOT2 aFoo•r)til r{; roTHE PDwroFBEG1NN>Na �:� R y �/�10529 00 w ,/2-FHD m•--�•a. —. Sl o T VC st�O IANC _YJI-H Al I FEDE. RESAR poff r—r—r `xw. Q C S i A j'�/aj��D C�) i t ?ULES A�'D P� !11-ATI-)NS I I u V.-►.. S£AWALL�! I JJ ty.- 4.5'x4:5 , 5' £ ►.+Ay4 r�._ ' LT.-i...—t�n rr.+ve.�c...•w V 5 � J��.._-. __._..______ 95, 3i LUL- Yw«.ra Crwn4 �' �/ -•• ~- 427.CONC ` �Yr1L-M.iM....0 fisYMM °KixO.�r It.•.,%. D— SF-A `L� ,-Irii�J - 1 . , 'i-i, I K..1=4Yi w 04710 00 IP HIR fMM Q 1•' 4, 2500 ,T.�J'h 1 T �3•T:� 648.6 ►auL_►.r.w.rA 0«.•v u..oe V 9' ' /\ vr.- - —F—m�..:. ;. 20.70' Is '�=; T c ry{�,T,��,j;, IL = 45.29' Il_►.�«Yyr..cf.. 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J •• •• •• S08'31.17 E R£Nwvo£R R 648.66' LOWEST LMNG FLOOR EL M •• •• _ r�sJ' WALL 135.22 (Ol LOT 4&x I L W14' GARAGE EL ,Ik i ^L cwtw FOR FINANCING PIGtPOSES ONLY 1 R -2145 40' a HIGHEST AOIiiCENT_EL A L - Ja 46 30'(u!) LowEsr Aa1ACENT EL MAP OF•13MNDARY SURVEY "° . • • • 1s�M •• asa44na>.4sr•s.�anr.w•r rnsrner sway .dry. o f nn4at rw•�a••tat•�A. .era"a BASELINE ENGINEERING n/ • .M4. •• • • • ^� 1a t•�.44!•O aaQ ?.OloSa- A�C .Q,r/6 a4tn®er• /O•D / . + -• •� 'AO dCl3HLAND . INC. lAY L7.Z POD 400 41 140 w IA cam~NW 1Ult c.4v: 411,/0.41+wM.ac«.L:•4ed•:4 V.•rb RL`!>FE�17.41 1AAV SRI�jOIi"Ria_ ( 41001•01•►RaAen a3a3: it IvA 4 4�•4+ar b awL..A4.t1 rr�rn..ar aon�arwi�•r saw. 1 /00 417-GM Oil/ ��� CET / 33/3 SYMT u c - I.1w 44•a •�IY�a1[��ar�atlq&Arm- - alerrae n•�4v • +•a. � � a1v.. r Q • • • • • LU cc, o ALU to i•••i of LL ••• • • • ••• • • • • • • •• • •• • • SNORES Village•• , , „ „ , „ Miami hores q • ••• • • • • •• • ' "• Building Department In_ k10050 N.E.2nd Avenue oy Miami Shores, Florida 33138 LORC Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL (ACCORDING TO THE F.B.C. SECTION R4408.11) TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUEREMENTS 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) • •' lo.d.X wall thickness) (diameter X depth) (in inches) ••'••• in inches • •••••• 2-3/8 x 0.042 x 0.047 x 24 4 Over'4 to 6 ••••23/8 x 0.042 17/8 x 0.055 1 10 x 24 8'x 24 Fdf ST.*1 inch=29.4"T?. NOTI�S:; .f•ft•• :....: 1.”This tat>fLlil"applicable only to fences with unrestricted airflow. ' '2. Fabric'TZ1Y2* auge minimum,Black or Green. •:•.•• .**3. ;Tensidh'ftl!IS:Use one less than the height of the fence in feet evenly spaced. 4.”Fabricq'fie.r4st minimum the same gauge of the fabric. •• �' .**5%Fabric 11e Sp2cing 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 shall 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 placed facing the inside of the property.Pedestrian gates shall have self-closing and latching devices installed at the minimum of 54" above ground.For further details see Section R4401.7.1 of FBC. CONCUR Created on 5/22/2009 MLDV;06/22/2015 r i i i•i i i i F (, s • ••• • • • •,••• SCOL 6, Horizontal 1.120 Frame .080 Lr: : ••. .: ' Hori7,�tal•• F ..FI�mQ .125 • L1-263 62S Z -SNAP PLATE ' I .48� Z-SNAP PLATE 25- (Punched for L&R) t . • 0 0 1.40 • • • • •• `� 'L-SNAP PLATE '` f .aao SUC? 2.204 Bahama t 1 _ K System Side I -070 _ Z-BLADE Detail Z-Blade ' I Side Frame i 2.250 I Bahama 2.00 Horizontal Rail -„L� `` - .37a Si ho Blade 0 _ Side FrameQZ� Horizontal Frame .. ..,- t Bahama Decorative Blade Vorizontal x • ,�' ...... _•* 3 .070 Frame •••••• •` Horizontal •° r i_126}.It101-.026--- Frame r; , 125 • 1.312 .975+_000/_X261 .137 s, 30 HV'Low Profile Z-Blade System f `°� •••�•• •• �a•a DECORATIVE BAHAMA/COLONIAL -1.25 �I SYSTEM ...... • R_tl'i.�� I •••••• •• •••••• • •• •• 2”x 2"x .125" posts 125 .125 Bahama Horizontal Rail F 1. Design:20IWeFiad, &ASCE 7-10,wind speed 75 MPH, exposure D �—60" max I 2. Some components are fillet welded 1/8"all around using 5356 filler wire. Use certified welder.-UON 3.aluminum Fence panels hall be fall be powder coated or contact with concrete. finished for corrosion resistance. No 075 h .�"60� .600 ..`� ��`t !F.Ft`q I�� 325 2 25 ' �`�;'�'�G Et ',• ,k',.• 4. Compact all disturbed soils to 98%standard proctor density. 292 I 5. Electrical grounding, if req'd,shall be designed and installed by others. i No 25221 6. Fill all bosses,use#14 screws. Frames are fully welded. 72" 7. Materials:6063-T6 alumiinum 70" t 8.Contractor shall insulate all components from direct contact with concrete. —� 1— ,.,� 2/13/2018 T .; • AT O F • 9. No inspection was made at this jobsite and the design depicted herein is based upon ,, data supplied by the contractor.This engineer is not to be held liable or in any way c 1 ;, '•. P,.•`� r`' responsible for the use of any inaccurate information.The contractor shall field verify allQ, lQ -I ' �` '•• O B 1 0 �'► measurements and information used in this design before'any changes are made to fieldfst ,/fl conditions,and the fabrication and the installation of the materials. 14"0'2500c 10. If field conditions differ from the information or measurements originally presented to 30 x „ } a. _ PSI COt1C. the engineer,the engineer should-be consulted and given the opportunity to make any r, necessary adjustments to the design prior to construction. �r —.330 .500 FLA` LA TY 11. No changes to this drawing are allowed without written authorization from the engineer. .25U�•�1 ) ASS I TES 12. Copies of this drawing without an original signature and seal of the engineer are invalid. Typical Fence Panel Y C. 13.The contractor shall hold the engineer harmless for all fabrication and installation (Weld all gate panel corners) Z-Blade Side Frame Bahama System Side Frame anomalies,quality of workmanship,etc. William F. Flaherty P.E.25221 (punched for L&R sides) 1351 SE 4th Avenue Pompano Beach,Florida 33060 Certificate of Authorization#26223 954-562-9300 - - 2.13.18