BPP-14-1393 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-233841 Permit Number: BPP-6-14-1393
Scheduled Inspection Date: August 07, 2015 Permit Type: Pools/ Whirlpools/Hot Tubs
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: BUTLER,JACQUELINE Work Classification: Addition/Alteration
Job Address: 1461 NE 102 Street
Miami Shores, FL 33138-2621 Phone Number
Parcel Number 1132050240140
Project: <NONE>
Contractor: DREAM DESIGN POOLS INC Phone: (954)916-5337
Building Department Comments
NEW PERMIT TO FINISH POOL. THIS PERMIT TO Infractio Passed Comments
REPLACE PERMIT BPP11-1245 INSPECTOR COMMENTS False
FOR NEW POOL.
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-232979. CREATED AS
REINSPECTION FOR INSP-231874. CREATED AS REINSPECTION FOR
INSP-214997. GATES MUST BE SELF CLOSING AND LOCKING WITH
LOCK 54" min from floor
Failed ❑ 04-20-15
mISSING
MECHANICAL FINAL
Correction ❑ ALARMS ON WINDOWS
Needed Alarms and gates not to code
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 07, 2015 For Inspections please call: (305)762-4949 Page 11 of 42
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-229620 Permit Number: BPP-6-14-1393
Inspection Date: March 30, 2015 Permit Type: Pools/Whirlpools/Hot Tubs
Inspector: Dacquisto, David
Inspection Type: Survey Final
Owner: BUTLER,JACQUELINE Work Classification: Addition/Alteration
Job Address: 1461 NE 102 Street
Miami Shores, FL 33138-2621 Phone Number
Parcel Number 1132050240140
Project: <NONE>
Contractor: DREAM DESIGN POOLS INC Phone: (954)916-5337
Building Department Comments
NEW PERMIT TO FINISH POOL. THIS PERMIT TO Infractio Passed Comments
REPLACE PERMIT BPP11-1245 INSPECTOR COMMENTS False
FOR NEW POOL.
Inspector Comments
Passed R '� SHOW SETBACKS ON SURVEY
WATERFRONT PLOTS
SETBACKS FOR WATERFRONT PLOTS SHALL BE MEASURED FROM
Failed THE PLOT LINE. WHERE THE PLOT LINE EXTENDS INTO THE CANAL
OR BAY OR OVER THE BULKHEAD, SEAWALL OR RIPRAP, SETBACKS
SHALL BE MEASURED FROM THE LANDWARD EDGE OF THE CAP OF
Correction ❑ THE BULKHEAD, SEAWALL OR THE TOP OF THE RIPRAP (WHERE
Needed SAID RIPRAP HAS BEEN PLACED IN ACCORDANCE WITH THE
PROVISIONS OF CHAPTER 24 OF THE MIAMI DADE COUNTY CODE)
OR FROM THE MEAN HIGH WATER LINE AS DEFINED IN CHAPTER
177, PART 2, FLORIDA STATUTES, WHERE NO BULKHEAD, SEAWALL
OR RIPRAP EXISTS.
Re-Inspection ❑ FOR SWIMMING POOLS MEASURED AS ABOVE:
Fee SIDE YARD SETBACK: FROM THE INSIDE FACE OF POOL WALL TO
THE PLOT LINE THERE SHALL BE A 12Y2-FT. MINIMUM SETBACK;
FROM THE POOL DECK OR SCREEN ENCLOSURE TO THE LOT LINE
No Additional Inspections can be scheduled until THERE SHALL BE A 10-FT. MINIMUM SETBACK.
re-inspection fee is paid.
REAR YARD SETBACK: FOR SWIMMING POOLS: FROM THE INSIDE
FACE OF POOL WALL TO THE LOT LINE THERE SHALL BE A 7'/-FT.
MINIMUM SETBACK; FROM THE POOL DECK OR SCREEN
ENCLOSURE TO THE LOT LINE THERE SHALL BE A 5-FT. MINIMUM
SETBACK.
For Inspections please call: (305)762-4949
March 30, 2015 Page 1 of 2
POOL EQUIPMENT
SIDE YARD SETBACK: 10-FT. MINIMUM SETBACK
REAR YARD SETBACK: 5-FT. MINIMUM SETBACK
For Inspections please call: (305)762-4949
March 30, 2015 Page 2 of 2
OFF:(877)-894-8001
BOUNDARY SURVEY www.FloridaLandSurveying.com
40itI"LIMWa BOULEVARD 934
PROUDLY SERVING FLORIDA COAST TO COAST 12555 BISCAYNE #
NORT MIAMI, FLORIDA 33181
CANAL
. r'• �-:` .-. 21 20 a 17 16
f
-- — – N.E. 102nd STREET �!p
S ,
>.: 1 ��•
x '80TOTAL R/W
i! t LOCATION SKETCH
WATERWAY CANA >,
}.�. Scale 1"= NT.S.
GE OF WATER
&D '14"E 127.50'(k)(P) F.0 N&D
3.2 SEAWALL _
I
r. 1.00' rn STEPS o 0.21'
TILE
MAR32015
POOL 29.20'
TILE THE EAST
TERRACE 8.60' 22.44' OF LO
10.83' SPA 09.600 z BLOC = -
29.75 10.0 a TERRACE �Io N
0 18.85 0 �n 6.20 z o
o� J 8.60' 8.60' - r< S z N THE WEST% LOT-17
3.85' 3.80' a OF LOT-18
BLOCK-1 BLOCK-1
LOT-20 o LOT-19 ONE STORY
BLOCK-1 v W BLOCK-1 RESIDENCE
o W Tn #1461 W O
0z 2.75-¢ a,2.601.90LO 2.15'1- 0.19' con
� o
0.31' " 19.56' 21.15 o UN IN `0 26.85' 1 22.30'
BRICK o
DRIVEWAY
1.00' N01-4
FLIP 1/2" - F.I.P 1/2" FLP 1/2"
NO CAP NO CAP
NO CAP
SS 50'54"W 127. 0' M P.0
WOODo 207.12'
N
P.P. 15' PARKWAY N WOOD
19'ASPHALT PAVEMENT
C 50_TOTAL R/W - - -
N.E.
102nd STREET
LEGAL DESCRIPTION: ADDRESS:
1461
LOT 19 AND THE WEST 1/2 OF LOT 18 BLOCK 1, OF "MIAMI SHORES MIN.E. 102nd STREET,
MISHORES FLORIDA 33138
BAY OF REPLAT OF TRACT "A" MIAMI SHORES BAY PARK ESTATES", LEGEND: P.O.C.= Point of Commencing
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 56, R. = Record P.0.8.= Point
Concrete eg Blokinq
AT PAGE 86, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, . = Measured
M
FLORIDA. C. = Calculated PVMT= Pavement
C/P = Concrete Porch R/W.= Righ of Way
F.I.P.= Found Iron Pipe = Wood Fence
I.R.C.= Iron Rod and Cap " = Chain Link Fence
FLOOD INFO: CERTIFIED TO: C = Centerline A/C= Air Conditioner
P.L. = Property Line U.E.= Utility Easement
JAQUELINE BUTLER P.O.L. = Point on Line B.O.B.= Basis of Bearing
IP = Iron Pipe R.O.H.= Roof Overhang
Community:MIAMI–DADE Co. Uninc. Areas Swk = Sidewalk PL = Planter
120652 Conc = Concrete C&G= Curb & Gutter
Map & Panel #: 12086CO306 CBS Concrete Block OBL Licenses Wire
Suffix:L x\ Existing Elevation RES = Residence
Flood Zone: X FH = Fire Hydrant F.F.E.= Finish Floor Elev.
Base FLood Elevation:N/A' This Survey has been prepared for the exclusive use W/R= Wood Roof B.C. = Block Corner
of the entities named herein and the Certification WY = Parkway ENCR.= Encroachment
does nat extend to any unnamed party. ND N/D=Found Nail&DiskA/R = Aluminum Roof
C B = Catch Basin A S. = Aluminum Shed
SURVEYOR'S NOTES: WPP rQ WOOD POWER POLE
LP >(!X LIGHT POLE
1–OWNERSHIP IS SUBJECT TO OPINION OF AAE FH O FIRE HYDRANT 05HERIVq ''
'':
2–NO UNDERGROUND IMPROVEMENTS WERE LOCATED SEC. SECTION ;' ��v\CENse ti0
3–ELEVA77ONS ARE REFERRED TO NATIONAL GEODETIC CPP CONC. POWER POLE ' vP No.5718 F�
VERTICAL DATUM OF 1929 (UNLESS ASSUMED). S.V. °1 SEWER VALVE = >} e
4–THERE MAY BE ADD177ONAL RESTRIC77ONS NOT SHOWN GM GV A GAS METER GAS V. _
IN THIS SURVEY THAT MAY BE FOUND IN 7HE COUNTY SAN. 0 SANITARY MANHOLE a
PUBLIC RECORDS S.S. • DRAINAGE MANHOLE -NOTE:
OFFIOPv" �e
",9�oSuavEvoRP`�� ;
5–LEGAL DESCRIPTION PROVIDED BY CLIENT
6–UNLESS OTHERWISE N07E0 RECORDED AND MEASURED THE FLOOD DATA PROVIDED IS FOR "
7–BEFORE ANY CONSTRUCTION THE SET BACKS INFORMATION PURPOSES ONLY,THE
MUST BE CHECKED SURVEYOR MAKES NO GUARANTEES AS TO CARLOS HERNANDEZ
8–ALL FIELD MEASUREMENTS TAKEN FOR THIS SURVEY WERE MADE THE ACCURACY OF THE INFORMATION PROFESSIONAL SURVEYOR AND MAPPER
WITH ELECTRONIC TRANSIT AND OR STEEL TAPE W ACCO. 1:7500 PROVIDED THE TACT DFOREM A.A VERIFICATION
LB 7612 03-02.2015
SHOULD BE CONTACTED FOR VERIFICATION.
9–THIS SURVEY IS FOR USE AS PER REQUEST ELECT FILE CODE#1461 NEI02STMIAMISH
AND NOT FOR ANY OTHER PURPOSE. BASIS OF BEARING BASE: Survey is not valid without the signature
10– THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A BEARING BASE SHOWN HEREON ARE and raised/digital seal of the Florida
COMMITMENTS FOR 77TLE INSURANCE BASED ON SOUTH LINE OF LOTS 18&19, Registered Professional Land Surveyor and
1 – f-IELDWORK 02 BLOCK-I,BEING S89°5o'54"W PERPLAT. Mapper
DA TE OFThe boundary survey of the property shown hereon is in accordance with the description furnished by the client. No search of public records has been made by this office
foraccuracy or omissions. Subject to opinion title and any dedications, limitations, restrictions or easements of record. No underground improvements and/or utilities were
located.
I Hereby Certify. That the attached boundary survey of the property described below is to the best of my knowledge and belief accurate as recently surveyed under my
direction; also that there are no above ground encroachments other than those shown, and that this survey meets the minimum technical standards set by the Florida
Board of Land Surveyors as set forth in Section 472.027 F.S. Chapter 61617-6 of The Florida Aministrative Code.