PL-11-921Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 160004
Scheduled Inspection Date: August 10, 2011
Inspector: Hernandez, Rafael
Owner: MONTERO, JULIAN & DEBRA
Permit Number: PL -5 -11 -921
Job Address: 465 GRAND CONCOURSE
Miami Shores, FL
Project: <NONE>
Contractor: NATIONAL POOL DESIGN LLC
Permit Type: Plumbing - Residential
Inspection Type: Final
Work Classification: Pool - Private
Phone Number 305/685 -0412
Parcel Number 1132060170320
Phone: (305)559 -1020
Building Department Comments
REPALCE SKIMMER & VACUUM LINE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
August 09, 2011
For Inspections please call: (305)762 -4949
Page 9 of 29
Miami Shores Village
Building Department
10050 N.E2nd Avenue, M Shores, Florida 33138
Tel: (305) 7952204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No. PLC -q2--k
Master Permit No.
nor I s Eo�
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: PLUMBING
OWNER: Name (Fee Simple Titleholder) : UA4Phone44: KYNA
Address: _4
Qty: , ® �A9 � .�--e State:. � \■ -�� Tap: 3 3(C Z C
Tenant/Lessee Name:
Email : e ic,\r‘eiG,CciyvA
JOB ADDRFSS: 2. -City: Miami Shores County: Miami Dade
Folio/Parce1#:
Is the Building Historically Designate& Yes NO Flood Zone: %3
'`�' L.)) L`i 7 56 34(c, -2 , 2
CONTRACTOR: Company Name: t vlj.�ri c �c )urA P , i el Phone#:
Address: A
Phone#: NA AS•-
A.
City: 11/4-1/4, C.�. ■: State: -- tc_, S.-u_ ., Zip:-S-‘5
Qualifier Name: `hr c.C` \ C\ °)d Monet ,3 i S &`.�i `,CD)
State Certification or Registration #: C. PC- VAS Certificate of Competency #:
Contact Phone*. S - 5 -1.b 2 ® Address: ,Crf•CA,.
DESIGNER: Architect/Engineer: � r Z.—. Phone#: - -,S,c,4-1 -1C1
Value of Work for this Perm CYC 1® Square/Linear Footage of Work:
Type *Mork °Address °Alteration CUNew ORepair/Replace
Description of Work: e, 3 (Li L K ev\
\cc
ClDemolition
Submittal Fee *SD • tia Pernfit Fee $
Scanning Fee $ Radon Fee $
Notary $ Traimimg/Educafion Fee $
Double Fee $ Structural Review $
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
612.
•
e
Bonding Company's Name (if applicable)
Bonding Comp ny's'Address
City State Zip
Mortgage Lender's Name (if applicable) \\/ 9- \XS �1� o
Mortgage Lender's Address y,. fX), LO (0 Q ,-1- . L
City 0 o� .\ \�3 State 1 /� Zip1�cc ,.J" �7
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 properly is subject to attachment. 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 and a reinspection fee will be charged.
Signature - " i y ' - rte
Owner or Agent
The foregoing instrument was . knowledged before me this CA
day of , 20 ,\ , by
who is personally known to me or who has pr aced
As Identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My
Signature
ontractor
The foregoing instrument was acknowledged before me this C
day of , 20 11, by
who is personally �knowon to me or who has produced
Lll
-Vw'as identification and who did take an oath.
NOTARY PUBLIC:
Si' to ublic State of Florida
.4...=. 'f s Maria Prieges
a'r My Commission EE029604
'eop 0, Expires 09/26/2014
)Notary Public State of Florida
sLourdes Maria Prieges
c� My Commission EE029604
Expires 09/26/2014
Hi****: k**+kda**** sF:k:ksk**+x** ** itasti +kds*****#di*+k**+k********
APPROVED BY
.) ''07 tie-1/ Plans Examiner
Structural Review
(Revised 07 /10107XRevised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
GUSTAVO INTERIAN, PSM. 18504 S.W. 131st. AVENUE
PROFESSIONAL SURVEYOR & MAPPER MIAMI, FLORIDA 33177.
PH. (305) 989 -4632
FAX (305) 253 -0490
PROPERTY ADDRESS: 465 GRAND CONCOURSE, MIAMI SHORES , FLORIDA 33138.
LEGAL DESCRIPTION: THE NORTHEAST 25 FEET OF LOT 23 AND ALL OF LOT 24
AND 25, BLOCK 87, MIAMI SHORES SECTION No. 4, ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 15, AT PAGE 14 , OF THE PUBLIC
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
LOT LINE
SURVEYORS NOTES:
1 -THERE MAY BE EASEMENTS RECORDED IN THE
PUBLIC RECORDS NOT SHOWN ON THIS SURVEY.
2 -THE I NFORMATION RELATED WITH THE LOCATION OF
THE SEPTIC TANK AND THE DRAIN FIELD HAS BEEN
PROVIDED BY THE OWNER OR HIS/HER REPRESENTA-
TIVES.
3-THE RELATIVE DISTANCE ACCURACY IS BETTER THAN
LINEAR: 1 FOOT IN 7,500 FEET.
CERTIFIED TO:
JULIAN FELIPE MONTERO &
DEBBRA MONTERO
ORDER NO. 11 -0676E
GUSTAVO
NOT VAUD WI
RAISED SEAL 0
MAPPER.
jij j ill
'RIAN `.S.M. 6461
E SIGNATURE AND THE ORIGINAL
A FLORIDA UCENSED SURVEYOR AND
DATE OF FIELD WORK 04 -07 -2011
REVISED ON
REVISED ON
THIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY
DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION
AND THAT THE SAME MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF
SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027,
FLORIDA STATUTES.
BASED ON THE FLOOD INSURANCE RATE
REVISED ON 09 -11 -09 THE HEREIN
ZONE "X" BASE FLOOD ELEVATION
PANEL NUMBER 0302 SUFFIX
MAP OF THE FEDERAL EMERGENCY AGENCY
DESCRIBED PROPERTY IS SITUATED WITHIN:
N/A COMMUNITY NUMBER 120652
L
LEGAL NOTES
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICA-
TIONS, UMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. LEGAL DES-
CRIPTION PROVIDED BY CUENT.
UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT
ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS AND /OR UNDERGROUND IMPROVEMENTS
OF ANY NATURE. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. IF SHOWN,
ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929.
r
F.I.R.
01/2"
0
F.I.R.
01/2"
"O NO ID.
NO ID./
ONP/L 4'
SOUTHEAST
25 FEET '-�- +�-+�-+°J PjP
OF LOT 23 '
BLOCK 87
(REMAINDER)
w'
m' NORTHEAST
o2S' 25 FEET
OF LOT 23
BLOCK 87
LOT LINE
ONP /L
F.I.R.
01/2
NO ID.
9.3'
9.91
1 'WID ALLEY
N45°06t85E 125P6 TMEASI
CV
CD
46.1'
L 29.8'
POOL
9.81'
11.�
CONC.
11
CONC. N
PATIO
---LOT LINE
CV
CV
CV
17.3'
WOOD
N��,
♦�♦ 1 DECK
4NOP
'♦♦♦♦♦
9.3'
LOT 24
RIBBON
o BLOCK 87
CONC.
D0 "E 125.00
CONC.
5'SIDEWALK
,/-CONCJ
9.2'
op
op
Cn
1.20
LOT 25
BLOCK 87
• •. •
•
• -
DRAIN
FIELD
SEPTIC
TANK
uT
15'PARKWAY
F .R.
1/2"
0 ID
PC
&M
10'PARKWAY
0.50'CURB-.
F.I.
01/2"
NO ID
0)
OAPt‘o°
• 9° F.I
1.04
30
• ••s O O • • ••
• • • • • •• •
•• • • • • • •••
1.5'GUTTER'
9.7
9
GRAND
CONCOURSE
ASPHALT PAVEMENT
(100' TOTAL R/W)
LEGEND AND ABBREVIATIONS
A = ARC DISTANCE. CH = CHORD DISTANCE.
A/C = AIR CONDITIONER PAD. CH. B. = CHORD BEARING.
A.E. = ANCHOR EASEMENT. CL = CLEAR.
ASPH. = ASPHALT. C/L OR C = CENTER LINE.
B/C = BLOCK CORNER. C.LF. = CHAIN UNK FENCE.
BLDG. = BUILDING. C.M.E. = CANAL MAINTENANCE
B.M. = BENCH MARK. EASEMENT.
5.0.5. = BASIS OF BEARINGS. CONC. = CONCRETE
C = CURVE. C.P. = CONCRETE POST.
(c) = CALCULATED DIMENSION. C.S. - CONCRETE SLAB.
C.B. - CATCH BASIN. D.E. = DRAINAGE EASEMENT.
C.B.S. = CONCRETE BLOC( STRUCTURE' - DEGREES.
C.B.S.W = CONCRETE BLOCK WALL D.O.E. = DRAINAGE &
A = CENTRAL ANGLE. MAINTENANCE EASEMENT.
® = PROPOSED ELEVATION. X0.00 = EXISTING ELEVATION.
O.P.U.E.- DRAINAGE & PUBLIC I.D. - IDENTIFICATION f N.G.V.D. = NATIONAL GEODETIC PL. =
UTILITY EASEMENT. VERTICAL DATUM. P/L =
DR. = DRIVE. LB. = UCENSED BUSINESS. N.T.S. • NOT TO SCALE. P.LS =
E = EAST. L.F.E. = LOWEST FLOOR ELEVATION. NO. OR % = NUMBER. P.S.Y. _
ELEV. = ELEVATION. U&E. = TAKE MAINTENANCE EASEMENT.0.E. = OVERHEAD UTILITY LINES.
ENCR. = ENCROACHED. LN. = LANE. 0.H. = OVER HANG. P.O.B.
E.T.P. = ELECTRIC TRANSFORMER LP. = UGHT POLE. 0/S = OFF SET. P.O.C.
F.D.H. = FOUND DRILL HOLE (MEAS) = MEASURED DIMENSION. O.R.B. = OFFICIAL. RECORD BOOK. P.R.C.
F.F.E. = FINISHED FLOOR ELEVATION. ' = MINUTES. PEI • PLAT BOOK. P.R.M.
F.H. = FIRE HYDRANT. MIL OR Id = MONUMENT LINE. P.C. - POINT OF CURVATURE.
F.I.P. = FOUND IRON PIPE. MON. . MONUMENT. P.C.C. • POINT OF COMPOUND PROP.
F.I.R. = FOUND IRON ROD. N = NORTH. CURVE. P.T. _
F.N. = FOUND NAIL N.A.P.0 = NOT A PART OF. PVMT.
FT. = FEET. 79-14, W000 FENCE. PG. - PAGE. PWY.
MBE CHAIN UNK FENCE. ® . C.B.S WALL P.C.P. - PERMANENT CONTROL POINT.
PUNTER OR PLACE. R =
PROPERTY LINE. (R) _
PROM:ZONAL LAND SIA&EYOR. RAD.
PROFa9WUL SURVEYOR RD. _
& MAPPER RES.
= POINT OF BEGINNING. ROE.
= POINT OF COMMENCEMENT. R.LS.
= POINT OF REVERSE CURVE.
= PERMANENT REFERENCE R.P.
MONUMENT. R.R.
COR. = PROPERTY CORNER. R/W
POINT OF TANGENCY. S = SOUTH.
= PAVEMENT. = SECONDS.
- PARK -WAY. SEC. = SECTION.
RADIUS. S.I.P. . SET IRON PIPE
RECORDED DIMENSION. WITH CAP P.S.M 6461
= RADIAL S.P. . SCREENED PORCH.
ROAD. ST. = STREET.
= RESIDENCE. STY. = STORY.
= RANGE. S.W.K. = SIDE WALK.
REGISTERED LAND T = TANGENT.
SURVEYOR. TWS. - TOWNSHIP.
= RADIUS POINT. U.E. - UTILITY EASEMENT.
= RAIL ROAD. U.P. = UTIUTY POLE.
_. RIGHT OF WAY. UTY. - UTITUTY.
W - WEST.
W.Y. . WATER METER.
W.P. = WATER PUMP.
W.V. = WATER VALVE.
BOUNDARY S UR VE Y
SCALE I" = 30'
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