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ROBBIO INC Phone: (954)663-6743 Building Department Comments CLOSE IN EXISTING CARPORT AND REMODEL Infractio Passed Comments EXISTING MASTER BEDROOM AND BATH AND FRONT INSPECTOR COMMENTS False ENTRANCE. Inspector Comments Passed � �y Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 March 10, 2017 Page 1 of 1 LOCATION MAP ' GOLF COURSE Scale: 1"= 120' -10 b — — — S00°00'00"E 100.00' — — Iron Fence-4'high-/"' N 150' Found 1J2:,,/ � �� �� 20.20' v A, Found 1/2• No Id Iron ipe , i? �g`L Iron Pipe No Id. 0.30 c0 0 °°I Y5.9'i J z � � 9.6' n.' $ �j '-t V 13.80'.• 0.50' 1$ 100' 100' 0020' 4.0' �i 150' /i//' O i 37.65'. ° ' M �; �'1Z //� ��; O -� °I �gJ Conc.Area m;�' m a 20' /j;20 21 8 22 z > a vim' N c 1 p i /' • 19 � ; /// g ' 32.65'° � L ' I C4 Terrace $ 3.0 u, MAP OF SURVEY ___20-�___ s:9:, C _ i/ i00' 100' 11.00' ' Scale: 1" =20' 32.65' N a ;' �V o Iis.ao d 12.68, U —{?1h-—-*,V fENUE--'-—M — - 3'X 3'A/C vv�, 1 - Elev.12.95' 18.80 28.05' W ------------- LEGAL DESCRIPTION: EW., — — — 0 1-STORY-BUILDING FOLIO:11-2231-012-0180 Q 3 Residence No. 10433 Q Main F.F.Elev. 15.10 Ft. LOT 20,'CORRECTED PLAT GOLF VIEW ESTATES', ACCORDING TO THE PLAT c b (f7 THEREOF,AS RECORDED IN PLAT BOOK 41,AT PAGE 58,OF THE PUBLIC RECORDS,OF W Lowest F.F.Elev, 13.32 Ft. MIAMI-DADE COUNTY,FLORIDA. 8.85' CERTIFIED TO: 3'X. AIC o PROPERTY ADDRESS: � � Env.12 a 2380 KILLIAN,INC. 2 ,._ 10433 N.E.6th AVENUE,MIAMI,FLORIDA 33138 JOSEPH ROBBIO W+ O o• -O, 23.00' _ 28_05' �+ _ ai Planter ��gd N O FLOOD ZONE: 'X' COMMUNITY:120652 PANEL:0306 0 g 20.50 CIS. 27.93' 0 11 o (, T I DATE OF FIRM:09-11-2009 SUFFIX:L ELEVATION:N/A oo ---------- b - 0 0 E-+ ti+ Q Gp o ---1�.00� " ° 44.ar o Q CD GENERAL NOTES: .a 1)LEGAL DESCRIPTION PROVIDED BY OTHERS. $ Z ABBREVIATIONS AND LEGEND: A °D 2)EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE i0 BE MADE TO DETERMINE W o �W RECORDED INSTRUMENTS,IF ANY,AFFECT THIS PROPERTY. A/C =DENOTES AIR CONDITIONING UNIT N N 3)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER CONC. =DENOTES CONCRETE U Garage W RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. (M) =DENOTES MEASURE -n t=/, ��eA F.F.Elev. 11.95' N 4)UNDERGROUND PORTION OF FOOTING,FOUNDATIONS OR OTHER IMPROVEMENTS (R) =DENoifs RECORD `� ��b 3.2 22,10' Asphalt Diiveway. O WERE NOT LOCATED. O 5)ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. =DENOTES CALCULATED - - - - _._ _-___ i �gJ U RfW =DENOTES RIGHT-OF-WAY z cli i 18�' b)WALL TIES ARE THE FACE OF THE WALL =DENOTES CENTERLINE i o 7)FENCE OWNERSHIP NOT DETERMINED. U.E. =DENOTES UTILITY EASEMENT 8)BEARINGS REFERENCED TO UNE NOTED AS B.R. P.B. =DENOTES PLAT BOOK I H 9)BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF PG. =DENOTES PAGE i ' Cl) THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE ® =DENOTES WATER METER AND/OR NOT TO SCALE. g I I `�� =DENOTES WOOD POWER POLE - 10)NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. o-- =DENOTES WOOD FENCE I Q 11)NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. =DENOTES CHAIN LINK FENCE + y 12)DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. a =DENOTES IRON FENCE N BASED UPON N.G.V.D.1929 N OTHERWISE NOTED. _ i' i 1`b� 3V. 1200 13)ELEVATIONS IF SHOW ARE S U O UNLESS O —OH— =DENOTES OVERHEAD WIRES 14)THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. =DENOTES FOUND IRON PIPE(NO ID.) FOur)d 1/2`. } , i Found 1 J2' 15)THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES Q =DENOTES FOUND NAIL AND DISC Iron Pipe Iron Pipe NAME HEREON.THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. NO Id. T a e - c7 21 00 8.a 0iN o Id. 16)BENCHMARK:D-159...........ELEVATION:10.32 FEET LOCATION:N.E.105th STREET&N.E.6th AVENUE �C��04r 5'Slc{ewllk, o� ` ;E 100.00'' „• •°! ��5y• •": ` CERTIFICATION: +' ° " 11 rkw ° Cone' �!• • + •• • "" SURVEYORS CERTIFICATION:IHEREBY CERTIFY THAT THIS BOUNDARY I R�\s141 33.00' '•!!•' 1 • • • SURVEY"IS A TRUE AND CORRECT REPRESENTATION OF A S EY PREPARED ALL BEARINGS AND DISTANCES SHOWN HEREON ARE ' i ° n ° <••• �. •.0• • • UNDER MY DIRECTION. IS COMPLIES W TH MLNIkt SIE RECORD AND MEASURE UNLESS OTHERWISE NOTED. •••• STANDARDS,ASSET FO TH BY THE STATE OFF ORIDA B A OF Ln .Lx.'.. P f PROFESSIONAL SL'RVE ORS AND NLAPPER IN HAI'TE _1- .051,FLORIDA (� I •• •• I •••^ • •• . I. •. .• T� .. ADMINISTRATNE CO E PURSUANT TO SECT 472. LORIDA STATLTEs. 1VIIGUEL ESPINOSA LAND SURVEYING INC. i .+ " 1 •• • .. �.� •• O 44 Asphalt Vetnehf- ••,�. PROFESSIONAL SURVEYOR AND MAPPER r 7700 NORTH KENDALL DRIVE,SUITE 306.MIAMI,FLORIDA 33156 i O ! • • } O ••i SIGNED FO mm PHONE:(305)262-2992 L.B.No.6463 j � • • �••��• n .. AdIGUEL 6S I No.5101- A F FLORIDA i xG�' O • • • 1 ��g. h •••• 165.00 ..... .. . \ S00 00'00 E �L�,, 10000 r r. .• •�9 NOT VAI�lD WITHOUt A AUTH IC LECTRON SIGNATURE ND UTHENTICATEO BOUNDARY SURVEY - -... .— ELECTRONIC SEAL AND/OR P IS NOT VALID WITHOUT E NATURE AND Original Date: Field date: . THE ORIGINAL RAISED SEAL O LICENSE SURVEYOR AND R. QQ/13J2014 Revision Date: Drawn by: Job No04J 13/2014 04/15/2015 • 03 08/2017 03/08J2017 03 OS 2017 R.U. S 12335 16(13 3 & A oe . P-C 1 co' 15011 - 008 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-n Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: KILLIAN, INC AND JOSEPH ROBBIO A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 10433 N.E.6TH AVENUE City State ZIP Code MIAMI Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 20,"CORRECTED PLAT GOLF VIEW ESTATES"P.B.41, P.G.58 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'16.60"N Long.80°11'06.79"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 200 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State MIAMI-DADE COUNTY 120635 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086C/0306 L 09/11/2009 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 10433 N.E.6TH AVENUE City State ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: D-159 Vertical Datum:N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 ❑ NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 13 32 ❑x feet ❑ meters b) Top of the next higher floor 15 10 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑x feet ❑meters d) Attached garage(top of slab) 11 95 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12 95 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11 60 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 11 70 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑x feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑x Check hese if attachments. Certifier's Name License Number I MIGUEL ESPINOSA 5101 Title P.S.M. t Company Name l MIGUEL ESPINOSA LAND SURVEYING, INC. al �O Address erp 7700 N. KE DALL RIV SUITE 306 {i1 City State ZIP Code ' 1/ MIAMI 4 Florida 33156 a Signaur Date Telephone A .� V 03/08/2017 (305)262-2992 Copy alp s f this Elevation rtiicate and all attachments for(1)community official,(2)insurance agen company,and(3)building owner. Comm nts(in ding type of eqw ent and location,per C2(e),if applicable) LATIT 1QE/L I GITUDE PER GO LE EARTH ATTACHMENT =BUILDING PIC RES C2e=A/C UNIT FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 4 Ar RECEIVED BAR 101017 PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE(FBC) 1816.1.7 Purchaser's Name and Address: Joseph S. Robbio,Inc. 9400 S.Meadows Circle Miramar,Florida 33025 Treatment Site: 10433 NE Oh Avenue,Miami Shores,Florida 33138 Project: Residence-Addition PERMIT: RC-6-16-1591 Lot:N/A Unit:N/A Chemical: Imidacloprid Product:Adonis 75WSP @ .05%. Square Footage: 350 Number of Gallons:35 Date of Completion: 02/06/2017 Applicator: Breck Bishop Accurate Pest Control,Inc.hereby confirms that this dnayecigh �ed a complete,final treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior Perimeter treatment was completed upon final grade. Guarantee None 1 Year X(AREA TREATED ONLY) Renewal Yes 5 Year No X LICENSE NO.JB 1752 AC E PEST CONTROL,INC. B . Smades,President osi01 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 9 FAX: 954-584-6117 s ` PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: (6 TIME OF TREATMENT: IN APPLICATOR: OUT BUILDER NAME: 75-6w tt TREATMENT ADDRESS: (b 43-3 AI�j 6 S / JOB #: LOT: BLOCK: UNIT: PRAY & TAMP SPRAY ONLY SPRAY# RESIDENTIAL COMMERCI ADDITION CHEMICAL:_ --7!S (7a % / GALLONS MONOLITHIC (� S/F STEMWALL SF Foj7-- LA). SEjN5 L/F L/F STAGE OF TREATMENT(HORIZONTAL,VERTICAL,ADJOINING SLAB, RETREAT OF DISTURBED AREA PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TRE E T. TIME OF TREATMENT: APPLICATOR: L/F 300 E AD 7 PLANTATION,FLORIDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 s _ SOILPROBE ENGINEERING &TESTING, INC. STUDIES,DESIGN,INSPECTION,AND TESTING SERVICES 5450 Griffin Road,Davie,FL 33314 Phone:(954)584-6880 (954)584-6115 Fax:(954)584-2862 LABORATORY NO: 106751 JOB NO.: 0751 DATE: 9/29/16 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF IN-PLACE SOIL.DENSITY TESTS Client:JOE ROBBIO Address:3500 SW 121'Ave.Davie,FL 33330 Project:Proposed Addition Jobsite: 10433 NE 61'Ave.Miami Shores,FL Soil Description:Brown grayish sand with little rock Max dry Densi : 108.6(Lbs./Cu.Ft.) I Optimum Moisture: 11.2% Method of Test:NUCLEAR Date of Test Lift Field In Place % Test No. TEST LOCATION No. Moisture Density Compac (Lbs./Cu.Ft.) tion Wet Dry 9/29/16 1 .Slab on grade @ NE corner area Final 1 5.7 110.2 104.3 96.0 9/29/16 2 Slab on grade @ center area Final 4.0 108.6 104.4 96.1 9/29/16 3 Slab on grade @ SW corner area Final 4.2 113.0 108.5 99.9 NOTE:The above highlighted tests were taken to verify the compaction of the top twelve(12)inches of the structural fill only and they exceed the required 95%of the maximum dry density(ASTM METHOD T-180).This is NOT a soil bearing capacity certification. Respectfull submitted, PA A,P.E. #37334 SOILPROSE ENGINEERING &TESTING, INC. STUDIES,DESIGN,INSPECTION,AND TESTING SERVICES 5450 Griffin Road,Davis,FL 33314 Phone:(954)584.6880 (954)584-6115 Fax:(954)584-2862 LABORATORY NO: 106751 JOB NO.: 0751 DATE: 929/16 ALL REPORTS ARE SUBMTTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF MOISTURE-DENSITY RELATIONSHIP OF SOIL Client: JOE ROBBIO Address: 3500 SW 121st Ave.Davie,FL 33330 Project: Proposed Addition @ 10433 NE 6th Ave.Miami Shores,FL Location: Slab on grade Soil Description: Brown grayish sand with little rock Method of Test: AASHTO T-180 MOISTURE-DENSITY RELATIONSHIP CURVE 0 00 & t Y ,h' • i W i q E C W tl 9 - UJ 4W . i h 1-7 i 8 - e u 1--1 -LJ-- --IT 7, d 9 8 A W = • i I v : c Y , a Aa o • n. • 'W 9 i S 8 MQ: W : ' c. tit t a a fi N tl o is i 6 8 10 12 14 16 18 MOISTURE CONTENT(%) Optimum Moisture: 11.2 % Max. Dry Density: 108.6 Lbs./CuXt. Respectfull tted, PAUL ,P.E. #37334 -- RECEIVED MAR 10 2017 March 10,2017 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Final Insaection Letter Permit Number: RC-6-16-1591 Address: 10433 NE 6th Avenue Building Department, I, Victor I Bruce and Architect of Record, having performed visual observations of the project, hereby attest to the best of my knowledge, belief,and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plan. I also attest that to the best of my knowledge, belief,and professional judgment,the revised &approved permit plans represent the as built condition of the structural envelope component of the said structure. Please contact me at 305.310.5030 if you have any questions and/or comments. Sincerely, Victor I Bruce AJ.A LEED R AP Architect AR-0017103 P.O.Box 530019 Miami Shores,Florida 33153 telephone 305-310-5030 email vb@b2-ai.com