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RC-12-20-2945, 304 NE 93rd StCertificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: INTERIOR REMODEL OF KITCHEN, BATHROOMS AND OTHER AREAS. IMPACT WINDOWS REPLACEMENT. !i Permit Type Building (Residential) Bldg. Permit No. RC-12-20-2945 - Owner BRADLEY A JOHNSON Contractor RAM CONSTRUCTION MGMT, INC. -, Subdivision/Project Date Issued 07/18/2023 Construction Type V-B Occupancy Single Family Type y4 Square Footage 681.00 Flood Zone X m Location 304 NE 93RD ST If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of p ' x! Miami Shores, FL 33138 Miami Shores Village..§ CA.. This certificate issued pursuant to the requirements of the 2020 Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. ZI14 Z Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE -o-e.,.�C�� L•I,ea� Miami Shores Village i Building Department € 10050 NE 2 Ave ) ( Miami Shores FL 33138 Permit NO.RC-12-20-2945 Type: Building (Residential) 11 Workc/ass: Alteration Permit Status: Awroved Issue Date: 6/2/2021 INSPECTION REQUESTS: (305)762-4949 or log on at https:Hbldg.msvfj.govlenergov—Prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:0CPM SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAYTHROUGH FRIDAY NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANSARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILiT`( TO ENSURE THAT WORK :S ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: BRADLEY JOHNSON Job Address: 304 NE 93RD ST Miami Shores, FL 33138 Expires: 12/02/2021 POST ON SITE 1132060136350 Owner's Phone: Total Square Feet: 2,300 rota) Job Valuation: $ 190,250.00 Contractor(s) Phone Address RAM CONSTRUCTION MGMT, INC. (786)877-5156 4781 SW 74 TER, DAVIE, FL 33314 Description: INTERIOR REMODEL OF KITCHEN, BATHROOMS AND OTHER AREAS. IMPACT WINDOWS REPLACEMENT. wvj 5- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR OR RECORD G YOUR NOTICE OF COMMENCEMENT. FrWv t U\,eZ „� +�� age 1 of f `� ' � , �1SZfr ONAs+ ` + 6�7zr P INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ADA compliance 0 DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 7 0 0 B O•' INSPECTION DATE INSP Attachment • INSPECTION DATE INSP Excavation ELEC INSPECTION DATE INSP Temporary PoleIi��Z�'� 30 Day Temporary 1 V Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough 3 �j Telephone Rough Telephone Final TV Rough TV Final Cable Rouglyy Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough ith "ELECTRICAL COMMENTS !E I INSPECTION { DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas Q.,ov 6��— LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP �Unde,groundLP. ipe Rough Ly 4 Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater• Final Vacuum MECHANICAL COMMENTS a< JA & VV(A V-7-7a V i �Q' t PJA-R� d 2 V 12 ZV BILIJAGA DESIGN, Inc. AA0003002 200 Crandon Blvd. (326), Key Biscayne, FL. 33149 tel. (305) 365-1284 e: "zubillagadesign@yahoo.com" 28-Jun-23 b 23 MR. ISMAEL NARANJO, Building Qfficial By ---- MIAMI SHORES VILLAGE BUILDING DEPARTMENT RE: JOHNSON RESIDENCE 304 NE 93 Street Dear Mr. Naranjo: HAVING PERFORMED ALL THE REQUIRED INSPECTIONS DURING THE DURATION OF CONSTRUCTION OF THE ABOVE REFERENCED PROJECT, I CAN ATTEST THE FOLLOWING: I HEREBY ATTEST TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THAT THE STRUCTURAL AND ENVELOPE COMPONENTS OF THE STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS, OTHER APPROVED PERMIT DOCUMENTS AND THE FLORIDA BUILDING CODE. I ALSO ATTEST TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFFESIONAL JUDGEMENT, THAT THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILT CONDITION OF THE STRUCTURAL AND ENVELOPE COMPONENTS OF SAID STRUCTURE. SHOULD YOU HAVE ANY QUESTIONS OR NEED ANY ADDITIONAL INFORMATION, DO NOT HESITATE TO CONTACT ME. ,Truly yours, - U tr Juan J. Zubillaga. 'President -' _ it NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104.2.6) SPC SF.R\'ICES SPC SERVICES LLC ADDRESS OF TREATMENT OR LOT / BLOCK OF TREATMENT 304 NE 93 Street; Miami Shores, Florida 33138 6/2/2022 8:00 AM Compressor Sprayer Date Time Applicator Termidor Fipronil 44 Product Used 0.06 % Percent Concentration Chemical Used (active ingredient) 432 Area Treated (square feet) Soil Treatment —FOLIO # 11-3206-013-6350-2 SECTIONS - 288+144 Number of Gallons Applied Linear Feet Treated Stage of Treatment (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area) As per 104.2.E—If soil chemical barrier method for termite prevention is used, CORPORATE SEAL final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date line below. State Of Florida 6/2/2022 JB223017r.� SPC SERVICES LLC-305-505-9113—INFORMATION@SPCSERVICESLLC.COM ZUBILLAGA DESIGN, Inc. AA0003002 200 Crandon Blvd. (326), Key BiscayneEB!y*%(\ FL. 33149 tel. (305) 365-1284 e: "zubillagadesign@yahoo.com" I 28-Jun-23 J MR. ISMAEL NARANJO, Building Official MIAMI SHORES VILLAGE BUILDING DEPARTMENT RE: JOHNSON RESIDENCE 304 NE 93 Street Dear Mr. Naranjo: HAVING PERFORMED ALL THE REQUIRED INSPECTIONS DURING THE DURATION OF CONSTRUCTION OF THE ABOVE REFERENCED PROJECT, I CAN ATTEST THE FOLLOWING: I HEREBY ATTEST TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THAT THE STRUCTURAL AND ENVELOPE COMPONENTS OF THE STRUCTURE ARE IN COMPLIANCE WITH THE APPROVED PLANS, OTHER APPROVED PERMIT DOCUMENTS AND THE FLORIDA BUILDING CODE. I ALSO ATTEST TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFFESIONAL JUDGEMENT, THAT THE APPROVED PERMIT PLANS REPRESENT THE AS -BUILT CONDITION OF THE STRUCTURAL AND ENVELOPE COMPONENTS OF SAID STRUCTURE. SHOULD YOU HAVE ANY QUESTIONS OR NEED ANY ADDITIONAL INFORMATION, DO NOT HESITATE TO CONTACT ME. Truly- yours ,= �. J. Zubillap.',v' dent - ­ N— JUL 06 %117 41A y— 55.16 (P ORTHEAST 93rd STREET POINT OF 20' ASPHALT�ROADWAY INTERSECTION 75' RIGHT-OF-WAY POINT OF Lq SCALE 1"=30' r CURVATURE rl- LL O H z 0 a LU DI Z L1J >-- � Q < oQ ¢� � OLL cY) ft� O J = Q (� Q��� LLl Q Lo = o N O Z co M1rJ -I'J-J�N__ SET 1/2" IRON ROD AND CAP FOUND 112" "NEXGEN 8111" 5' SIDEWALK 99.93' (D) IRON PIPE 0 < 7 LOT12 °g - o 00 BLOCK 47 Q w (INCLUDED) ~ X COO w � z 0 _ 13.0' _ O M � o 19.7' 12.0' Y DRIVEWAY co Q iu 0.3' O n 26.0' tSj ALC ff 18.4' LOT 11 BLOCK 47 (INCLUDED) RESIDENCE # 304 L 33.4' FENCE A 19.5' ONLINE POOL 00 FENCE M EQUIPMENT CD 0 0.3' E N 30.0' 6 0.4' N lH0 'H0 — MHO MHO IHO IHO FOUND 1/2" 85ASPHALT ROADWAY IRON PIPE ti O ti ti o Fv LOT 13 LOT 14 BLOCK 47 BLOCK 47 I• THE WEST HALF OF LOT 10 BLOCK 47 (INCLUDED) 25.1' 0 N W O n QO0 W -i Z W 11 O O z -ENCE 0.9' W IZ LOT 9 BLOCK 47 O LO a' Ir' w co N o CD r W U, J m Q � o W Q N v v o z ai FENCE � `' \ 0.7' N Sp v co 0.2' W x—x—x—x—x—x— MHO lH0 MHO 15ALLEY SET 1/2" IRON ROD ANn (.AP "NFY(,FN 2111" LOT 15 LOT 16 BLOCK 47 BLOCK 47 - ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED The survey map & report or the copies thereof are not valid without the�q!VXa1 signatwue and seal of a Florida licensed surveyor and mapper Date of Field Work : 06-03-2023 GATE: �' r Drawn By: Oleg , - QQ '�C//� Order #: 215530 BY: Last Revision Date: None EXGEN r PS'.i2883 Boundary Survey prepared by: LB81 1 1NexGen Surveying. LLC 561-508-6272 1547 Prosperity Farms Rd SURVEYING LLC• West Palm Beach, FL 33403 f . LEGAL DESCRIPTION OF: 304 NE 93RD ST, MIAMI SHORES, FL, 33138 THE WEST HALF OF LOT 10 AND ALL OF LOTS 11 AND 12, BLOCK 47, OF M]AM I SHORES, SECTION NUMBER ONE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFIED TO: FLOOD ZONE: 12086CO302L ZONE: X EFF: 09/11 /2009 SIIRVFV KInTFS- DRIVEWAY CROSSES THE BOUNDARY LINE ON WESTERN SIDE OF LOT AS SHOWN. FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. FENCES CROSS THE BOUNDARY LINE ON EASTERN SIDE OF LOT AS SHOWN. LEGEND A/C -AIRCONDITIONER WM -WATER METER AL -ARCLENGTH (C) -CALCULATED (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINTOF COMMENCEMENT & -AND P.B. -PLATBOOK PG -PAGE U.E. -UTILITY EASEMENT D.E. -DRAINAGE EASEMENT P.U.E. - PUBLIC UTILITYEASEMENT L.A.E. -LIMITED ACCESS EASEMENT L.M.E. -LAKE MAINTENANCE EASEMENT O.H.E -OVERHEAD EASEMENT R -RADIUS (R) -RECORD O.R.B. -OFFICIAL RECORDS BOOK Sq.Ft. -SQUARE FEET Ac. -ACRES DO -DEED BOOK (D) -DEED (P) -PLAT EOW -EDGE OF WATER TOO -TOP OF BANK OHL -OVERHEADLINE CIO -CLEANOUT ELEV -ELEVATION FF -FINISHED FLOOR LS -LICENSED SURVEYOR LB -LICENSED BUSINESS PSM -PROFESSIONAL SURVEYOR & MAPPER % — -FENCE # -NUMBER t -PLUS OR MINUS Ll -ASPHALT -CONCRETE -PAVER/BRINCK -WOOD -LIGHTPOLE + -WELL X -WATER VALVE -CENTERLINE CI -CATCHBASIN -FIRE HYDRANT -UTILITY POLE -MANHOLE -ELEVATION SOME ITEMS IN LEGEND MAY NOT APPEAR ON DRAWING. GENERAL NOTES: 1)THIS SURVEY 15 BASED UPON RECORD INFORMATION BY CLIENT NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BYTHIS OFFICE UNLESS OTHERWISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGETRANSACTION, ITS SCOPE IS UMITEDTOTHE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERETOTHIS CLAUSE 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OFTHEIR GENERAL POSITION ONLY. FENCETIES SHOWN ARETO GENERAL CENTERLINE OF FENCETHIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR PHYSICAL RELATIONSHIPTOTHE MONUMENTED BOUNDARY LINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATEDTO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.1929) OR NORTH AMERICAN VERTICAL DATUM (NAV.D.1988). 7) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPONDTO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE 8) CORNERS SHOWN AS ARE 5/X' IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR)