BPP-12-305e IL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, Fl-
Phone:
L
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-180782 Permit Number: BPP -2-12-305
Inspection Date: April 22, 2013 Permit Type: Pools/Whirlpools/Hot Tubs
Inspector: Dacquisto, David Inspection Type: Survey Final
Owner: SAES, JAMES AND JACQUELINE Work Classification: Addition/Alteration
Job Address: 941 NE 91 Terrace
Miami Shores, FL 33138-3219
Project: <NONE>
Phone Number (305)762-6122
Parcel Number 1132060030050
Contractor: NEW WAVE POOLS & SPAS INC Phone: (954)462-0328
Comments
INSTALL NEW SWIMMING POOL
P � i
Passed
Failed
Gorrecti®n
Needed
rkv-Inspection
Fee
No Additional Inspections can be scheduled until
ru-inapec,Lw. fee is paid.
INSPECTOR COMMENTS False
Inspector Comments
For Inspections please call: (305)762-4949
April 22, 2013 Page 1 of 1
f L
- Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
CSa A-1 Phone: (305)795-2204 Fax: (305)756-8972
inspection Number: INSP-180459 Permit Number: BPP -2-12-305
Inspection Date: October 25, 2012 Permit Type: Pools/Whirlpools/Hot Tubs
Inspector: Dacquisto, David Inspection Type: Survey Final
Owner: BAES, JAMES AND JACQUELINE Work Classification: Addition/Alteration
Job Address: 941 NE 91 Terrace
Miami Shores, FL 33138-3219 Phone Number (305)762-6122
Project: <NONE> Parcel Number 1132060030050
Contractor: NEW WAVE POOLS & SPAS INC Phone: (954)462-0328
Buildino Department Comments
INSTALL NEW SWIMMING POOL
Infractto Passed Comments
INSPECTOR COMMENTS False
Passed
Inspector Comments
C.ITY
Failed
COPY
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
I
For Inspections please call: (305)762-4949
October 25, 2012 Page 1 of 1
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Certified To: Eric J. Grabois, P.L.
Old Republic National Title Insurance Company
Evergreen Overseas Holdings Inc.
Montana 13 Holdings III, LLC
SURVEY OF: 941 N.E. 91ST TERRACE, MIAMI SHORES, FL. 33138.
LEGAL DESCRIPTION: LOT 6 & THE E 22' OF LOT 7 & W 3' OF LOT 5.. BLOCK: 1
OF PLAT OF BISCAYNE RIDGE SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41
OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA
ABBREVIATIONS:
SWK=SIDEViALK, CBS-CONCRETEBLOCK STRUCTURE, CLF -CHAIN LINK FENCE, PL -PROPERTY LINE, DUE=DFWNAGE UTILITY EASEMENT, IP=IRON PIPE,
F=FOUND, AVC=AIR CONDITIONER PAD, PIC=PROPERTY CORNER. D/H=DRILLED HOLE, VWF=WOODEN FENCE, RES -RESIDENCE, CL -CLEAR RB=REBhR
UE=UTIM EASEMENT, CONC--CONCRETE SLAB. RW -RIGHT OF MY, DE -DRAINAGE EASEMENT, CIL=CENTER LINE, O=DIAMTER, TYP=TYPIC,%L,
M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH -ASPHALT, N/D=NAIL & DISC. S=SET, FEE=FINISH FLOOR ELEVATIC N.
NOT VALID UNLESS EMBOSSED WITH O/S=OFFSET, PIP=POMRPOLE. OHP=OVERHEADPOWERLINE,WM=VATERMETER
SURVEYOR'S SEAL =0oNRI vC.EA _ _ ELEVATION BASED ON LOC. # 3251 N
ARL MAINTENANCE& DRAINAGE EASEMENT=M&D.E. •• i CBM# A-400 ELV. 14.75'TYPE OFSURVEY: BOUNDARYSURVEY
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT
Irk COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
_
INSTRUMENTS I AANY.AFFECTING THIS .PROPERTY.
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE
I. HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
AD13N. NUNEZ
-------JRf=�iSTEFFEITCFiAD-SORG/E`TO�—
STATE OF FLORIDA #5924
SINCE 1987
BLRNGO SURVEYORS ING.
Engineers - Land Surveyors - Planners - LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
(305) 865-1200 Email: blancosurveyorslnc@yahoo.com Fax: (305) 865-7810
'LOOD ZONE: g SUFFIX: L DATE: 9 11 09BASE: N A
'ANEL: 0306 COMMUNITY # 120652
,hTE:SCAL . DWN. B`y. - JOB No
10/24/12 1-=P0- F.Blanoo 12-757
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30.00' 15.68'
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N.E. 10th "ENUE
Certified To: Eric J. Grabois, P.L.
Old Republic National Title Insurance Company
Evergreen Overseas Holdings Inc.
Montana 13 Holdings III, LLC
SURVEY OF: 941 N.E. 91ST TERRACE, MIAMI SHORES, FL. 33138.
LEGAL DESCRIPTION: LOT 6 & THE E 22' OF LOT 7 & W 3' OF LOT 5.. BLOCK: 1
OF PLAT OF BISCAYNE RIDGE SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41
OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA
ABBREVIATIONS:
SWK=SIDEViALK, CBS-CONCRETEBLOCK STRUCTURE, CLF -CHAIN LINK FENCE, PL -PROPERTY LINE, DUE=DFWNAGE UTILITY EASEMENT, IP=IRON PIPE,
F=FOUND, AVC=AIR CONDITIONER PAD, PIC=PROPERTY CORNER. D/H=DRILLED HOLE, VWF=WOODEN FENCE, RES -RESIDENCE, CL -CLEAR RB=REBhR
UE=UTIM EASEMENT, CONC--CONCRETE SLAB. RW -RIGHT OF MY, DE -DRAINAGE EASEMENT, CIL=CENTER LINE, O=DIAMTER, TYP=TYPIC,%L,
M=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH -ASPHALT, N/D=NAIL & DISC. S=SET, FEE=FINISH FLOOR ELEVATIC N.
NOT VALID UNLESS EMBOSSED WITH O/S=OFFSET, PIP=POMRPOLE. OHP=OVERHEADPOWERLINE,WM=VATERMETER
SURVEYOR'S SEAL =0oNRI vC.EA _ _ ELEVATION BASED ON LOC. # 3251 N
ARL MAINTENANCE& DRAINAGE EASEMENT=M&D.E. •• i CBM# A-400 ELV. 14.75'TYPE OFSURVEY: BOUNDARYSURVEY
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT
Irk COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
_
INSTRUMENTS I AANY.AFFECTING THIS .PROPERTY.
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE
I. HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
AD13N. NUNEZ
-------JRf=�iSTEFFEITCFiAD-SORG/E`TO�—
STATE OF FLORIDA #5924
SINCE 1987
BLRNGO SURVEYORS ING.
Engineers - Land Surveyors - Planners - LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
(305) 865-1200 Email: blancosurveyorslnc@yahoo.com Fax: (305) 865-7810
'LOOD ZONE: g SUFFIX: L DATE: 9 11 09BASE: N A
'ANEL: 0306 COMMUNITY # 120652
,hTE:SCAL . DWN. B`y. - JOB No
10/24/12 1-=P0- F.Blanoo 12-757
L�
PERMIT #
CONTRACTOR:
SUBMITTAL DATE:
ADDRESS:
I
IOU-
NAME:
RESUBMITAL DATES:
PROJECT TYPE:
W
23 /�
�2ZONINFIRE
STRUCT/�
IMPACT FEES '
ELECTRICAL/e"
HRSIDERM
PLUMBING
! 'L>
NOC
MECHANICAL
BLDG
NOTICE OF COMMENCEMENT
A RECWED 1OPY MUST BE POSTED ON TISJOB SITE AT TME OF FST RMECTION
PERMIT NO. TAX FOLIO NO. %7 -'tJL C ao-wgv
STATE OF FLORIDA
COUNTY OF MIAMI -RADE
THE UNDERSIGN® hereby gives notice that improvements wig be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following Information
Is provided in this Notice of Commencement
1. Leval dascriati, of nnonarty and q K 1 N • E7, °t /S
2. Description of Im vement:
3.Owner(s) name and address /l1 ff L, -&%r91/ .K
Interest In property:
Name and address of fee simple titleholder :
4. Contractor's name- address and nhnm rnnnfvar At a,,, U1 trA _ Pmk d
t �)Nltl�tt�ii�t111
GFN 20 12RO14421 f
DR Bk 28014 Ps 40514 (1Rs)
RECORDED 02/29/2012 15.50:04
HARVEY RININr CLERK OF CONT
IIIAPII-DARE COUNTY.- MORIDA
LAST PAGE
Space above reserved for use of recording office
5. Surety. (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
8. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be seared as provided by
Section 713.13(lXa)7., Florida Statutes,
Name, address and phone number
8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienoes Notice as provided In Section
713.13(i)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
pe wVh1lon dare is 1 year fern ft date of recordhq w *w a diTfewd date is specftM
WARNWYG TO OWNER ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPffVTfON OFTHE NOTICEOFCOMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713&7EOFr
I, ON 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR '
IMPROVEeIENTS TO YOUR PROPERTY NOTENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO AI,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF / 1
Signature(s) 5
Prepared By
Print Name
lld&mce
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foros e Inst entA
Prepared BY
Print Name
before me this 3-k day of !qa-�
ndlviduafi)r, or d as for _
Personally known, or U produced the following type of identification
Signature of Notary Public
Print Name:
(SEAL)
I I'r,_ e
j
MY COMMISSION # DD913804
-EXPIRES August 04, 2013
51 1a � Miami Shores Village
13
5 s�I2-
BUILDING
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
kik INSPECTION'S PHONE NUMBER: (305) 762.4949
PERMIT APPLICATION
FBC 2001
RECEIVED
FEB S 8 2012
Permit No. Of -Pp 30S
Master Permit No.
Permit Typ : BUII.DING ROOFING
nn
1_1m�/vu Fir LLC
OWNER: Name a itieholder): ��D �l Phone#: �`,, %5 -
City:
State: F-->" Zip:
Tenant/i.essee Name: Phone#•
Email:
JOB ADDRESS: ` d U® j l+ f e
City: Miami Shores County: Miami Dade Zip: f
FoHo/Parcelk 11 -'Ia®(l 00S 0
Is the Building Historically Designated: Yes NO �� Flood Zone:
CONTRACTOR: Cc
Address: i S 3 "►
City:
- P -7-R
Name: ,kA) U'3ye e0Q1S GAS -, Phone#: q'S 7 �6 � - d 13-�
Y i C+O C; R pock W
Qualifier Name: "A -P , � L-CANft 11 Phone
PC State Certification or Registration #: C 5' C (9a0a11 Certificate of Competency #:
Contact Phone#: 9 54 T4 - 8a I Email Address: JIf.w
DESIGNER: Architect/Engineer.
9 $V' ----b - 900't
Value of Work for this Permit: $ 21 000 SSq�quarwUnear Footage of Work: go L f' qsd '
Type of Work: UAddition OAlteration 5Kew ORepair/Replace ODemolition
Description -.of Work. 1.`M --+0 k 0A10Y \ m --r- X\eW 'SS&211,01 MM R2
Submittal Fee $�� Permit Fee $ L CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $ �?
Technology Fee $
TOTAL FEE NOW DUE $ '�
Bonding Company's Name (if applicable) � _11_
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)�L2/
Mortgage Lender's Address
zip
CityState zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work of ifisiallation 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 AIR CONDITIONERS, ETC.....
.3
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 certifiedAerged.
f the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) s afteuilding permit is issued In the absence of such posted notice, the
inspection will no px-&fed andoeinspec 'nee wil
Owner or Agent
The fore omig instrument was acknowledged befo this
day of n o'/v�r by
who is rsonally known to me r who has produced
'— As identification and who did take an oath.
NOTARYL C:
Sign:
s
Print:�—
My Commission Expires:
(Revised 07/10/97)(Revised 06/10n2009)(Revised 3/15/09)
.Signature
Contractor
The foregoing instrument was acknowledged before me this D-46
day of CC "6 20.1L, by Car&�` j 9i4P ,
who is personally known to me or who has produces
.!TP2P
as identification and who did take an oath.
NOTARY PUBLIC:
Structural Review Clerk
,%a
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE
KNOW ALL MEN BY THESE PRESENTS: �Iotjp 711/1� L L
WHEREAS, the undersigned ®�/ �/ /��'is/are the fee
simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: ®,@
Address: # �� 9.3 (/ e5 r
Whereas, the undersigned owner(s)
Floss Pa C'('6-LeWJ
desire to utilize said Lot(s) as a single building site, and the undersigned owners) do(es) hereby declare and agree as follows:
I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade
County now in effect or hereinafter enacted.
II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the
required enclosure is not on the subject property where the pool is located.
III. That if any of our adjoining neighbors remove any portion of their fence or wall, or ff our/my property shall fail
to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to
meet code requirements and will obtain a permit for such fence.
IV. That,1/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not
having the enclosure.
V. If enclosure belongs to said property, l agree to maintain & or replace said enclosure in the event that is
damaged or removed by any case.
NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not
convey or cause to be conveyed the fide to the above property without requiring the successor in title to abide by all terns and
conditions set forth herein.
FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant
concerning the use, enjoyme d title to the ve property and shall constitute a covenant running with the land and shall be
binding upon the undersign r su and ' s and may only be released by Miami Shores Village, or its
s rd Village a rn effect.
5rL
OWNER SIGN & PRINT OWNER SING & PRINT
C'a
Hereby Certify that on th" day personally appeared before me L lS l `�� Gtii �C z� and �tg._
? "oSc�fC� / Ci ,SIC' �dentfication and he/she aclmowledge that he/she executed the foregoing, freely and voluntarityy,
fa purposes there i ' xpressed.
SWORN TO AND SUBSCRIBED before me on this `'day of
RY PUBLIC STATE OF FLO A
(Revised 05/2209
JULIA A�1fl�flVA
MY COMMISSION # DD913804
EXPIRES August 04, 2013
(d07) 398 0153 FWdallotaryServica.com
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT
I e acknowledge ata wimming pool, spa or hot tub will be constructed or Installed at
�/ fi/� 4"3 Miami Shores, FL, and hereby
affirm that one of the following methods will be used to meet the requirements of Chapter 515,
Florida Statues and the Florida Building Code R4101.17.
Please Initial the method(s) to be used:
The pool will be equipped with an approved safety pool cover that comp lies with ASTM
F1346-91. (Submit Manufacturer's Specifications).
A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code
R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of
attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's
Specifications).
A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry
fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type
and location of all non dwelling walls. Florida Building Code, R4101.17.1
Any combination of protection which incorporates dwelling walls with openings directly into the
pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building
Code, R4101.17.1.9 (Submit Manufacturer's Specifications).
Any combination of protection which incorporates dwelling wails with openings directly into the
pool perimeter and all doors will be equipped with a self -latching device with positive mechanical
latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all
types and location of all perimeter protection. The plans must also show the location and type of all
openings, and the hardware type for each location. (Submit Manufacturer's Specifications).
In accordance with the Code, the pool may not be filled with water without compliance with the
Private Swimming Pool Safety Requirements, and upon expiration of the permit, the p hall be
presumed to be unsafe. I understand that not having one of the above installed will"ItItutea
violation of Chapter 515, F.S ., an d will be considered as com a misdemea of the s
degr=umshable as provided in Section 775.082 or n This must sigiby thentthei prime,contractor. .
O-11
URE AND DATE
PARIS SlfMTU RE AND DATE
El t? 'JZfacc? CerLc-
OWNER'S
NOT,
o�S�d
JULIA AMOS®VA
MY COMMISSION # DD9138.04
EXPIRES August 04, 2013
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
SWIMMING POOL OWNER'S CERTIFICATION
Date AIAP5/'2
Miami Shores Village
Building & Zoning Department
Attention: Building Official
I certify that I am the legal owner of the property described as _
located at
In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I
understand and agree that the swimming pool to be constructed at the above address cannot
be used or filled with water until separate permit has been obtained for an approved safety
barrier, and such barrier erected, inspected and approved.
I further understand that this certification, however, does not eliminate the need
obtaining a permit and erecting and approved barrier prior to final
Legal Owner
Note: This certification is to be submitted with a swimming pool permit application in duplicate.
Rlypo-ol Products
AHaywan Industries,InC. Company
CERTIFICATION OF COMPLIANCE
I Hayward Industrial Drive
Clemmons, NC 27012
336712.9900
www.haywardnet.00m
Conta ns: WGI048E Description: 8" Round Suction Outlet Cover
Ratings: Floo : 125 GPM Wall: 72 0ftf � Open Area: 1 sq -in
Certified to Co nply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act
Test Results ca i be obtained from: www.Ha�oyni.dnet.com and/or http://www.nsf.oru/Certif.ied/Pools/
Manufactured: Between October 2008 and December 2008, by Hayward Pool Products in Jiangsu Province,
China and Clet unons, NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth, NJ 07207,
Phone 908-355.7995
Date of Mfr: T ie Lot Number shown on the product label contains the Year & Month of manufacture. The
first number re presents the year (ex 8 = 2008) and the second character the month (A=Jan, B=Feb, H=Aug, I is
skipped, J=Sep etc)
Tested to ANS /ASME 112.19.8-2007 (addendum 8a-2008) per Section 1404 of the Virginia Graeme Baker
Act (VGB) Pot 1 & Spa Safety Act. Cenified by NSF International, 789 N. Dixboro, Road, Ann Arbor, M1.
48105 1(800)-t ISF-MARK.
Date of Installation:
r
073/.
SUCTION C
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ISWGIO48COC
.AMI–VORTEX MAIN ORA -114- C01/R �TESTEt�
TO ASME A 112.19.314 8Y UL (TYPIfCAL OP 2
UL 8172 LISTED
31. MINIMUM
OR IACATE ON
DIFFERENT PLANES
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45 5TREET
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954 776 8004
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U
James.F. Biagi PE
Consulting Engineer
/
/D
OCA L j%' L- t ! CtA C" ✓c
( 'tZoup ro GL/ 7614 —610'
7- 41 0C Took- 0��v
1
61771"1 CD C?50 E— l�--'
5A-1 7
1915 NE 45TH STREET, SUITE #107 FT. LAUDERDALE, FL 33308 PH/FAX 954 776 8004
a
THIS EQUIPOTENTIAL GROUNDING GRID SHALL CONSIST OF A SINGLE
UNCOVERED # 8 COPPER WIRE SURROUNDING THE POOL PERIMETER 4" TO 6"
BELOW GRADE AND @ 18u-24" FROM THE WATERLINE, CONNECTING TO
COVERED #8 GROUNDING WIRES ATTACHED TO THE POOL STEEL AT 4
SEPARATE POINTS AROUND THE POOL.
CONNECTIONS SHALL BE EXOTHERMIC WELDING OR LISTED PRESSURE
CONNECTORS OR CLAMPS THAT ARE STAINLESS STEEL, BRASS, COPPER OR
COPPER ALLOY. A SINGLE GROUNDING WIRE SHALL CONNECT FROM THIS
GRID TO THE POOL/SPA EQUIPMENT PER N.E.C. 680.26C.
#8 COVERED 6RD._ WIRE (1YPICAL OF 4)
#8 COVERED GRD.
EQUIPMENT.
#8,UNCOVERED 6RD. WIRE EYP.
WIRE TO POOL
RE: LATOUR DESIGN & DEVELOPMENT
941 NE. 91 TERRACE
MIAMI SHORES, FL.
`w'%%ItlIII lllll,!
EN
_
No.3
BI 1• RATE OF • .�,
Alp
'� ••�:�OR101::•' �� ��.
',1 v01V A i
IWSIIAV-7 2= tipedAae twe n+s for deww-Ni g ft maximum system low rate. The fdlw& sin MW "s
celtumm is one of ft methods spedw.
Slmalified Tota! Dynamic Head (TDHI CalculatiOn Workshe►
MH Colad_at_i_on na
For esA W"
thak one.
U 1111di fed Total DmwMc Heed iSTDHI
Complete gToM worksheet - F81 in all blanks
program
ete or other calx. Fill In
reoufred Wanly wworksheet b atladt aalaftllone. rk
patemine Maximum system Flow Rsta:
Minimum Flow Rate Required: 35 gprn Per. Skimmer
1. Calwleb pool Volume: 4f;V x 4,6 x 7.48 (gslllicumc foot)
(6W. AW) "O8P� (old. In wo
2. Determine preferred Turnover Time in hours. LO x 80 (minJhr.) _ '7_;4P0
3. Determine Max Flow Rate: -.--�-•� I.
tval.Inow.) u,rowr Ina RaV) (G U)
( y�1an�"uwb)
4. Spa Jets: 3U1 x Spm per o -flow rate.
(' 41 FW (Tow.relFlo $)
(For single pump pwVspo combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa)
Determine Pine fg�:sa:
Brandt Piping to be ?,= Inch to kaep vGIOdty '2 O fps max. at �,$$6Pm Maximum System Flow Rate.
Trunk Piping to be T? inch to keep velocity @ 8 fps max. at ,.,_.? 6Pm Maximum System Flow Rate.
Return Piping to be 1.5 . Inch to keep velodty ®10 fps max. at ra gpm Maximum System Flow RAO.
011611.11TV =U. 7 -1 -At -110
1. Distance from pool to pump in feet: w Av. e
2. Fddion lass (in suction pipe) In w_ , inch pipe per 1 ft. Q e2 gpm = e15' (from Pipe flowNm1won loss don)
3. Friction lose (In return pipe) in i_ inch pipe per 1 ft. _ 62 gPm m ase' (from pipe low/Mctlon loss dram)
4. oar x Div ILS
hWod eua, rte) (P1 a r+.. t e d Vlps) M)H eur. "I",
xO.re' 2a
(t�M1y1h d Wlwn Plpr R 1 A d Ip.l _ f TD Rum P�
TDH In Piping:6
Filter loss in YOH (from filter date sheet: e o ( !2R!)
Heater loss in TDHIjfmrn heater data sheoTl:.—
```eeeeeeEst F rrrrre
.,A Q,T�g4ll other loss:
•�;�CEN$�.Othi9Imp'dilad TDH: 31
s
No. 37 Pale 1 of 3
a-? ' .:. STATE 4 z
Y
p,•.G\`k�
fi'. LA1J$5s�%°�s�8te�e
;77
EXit'T;•'�7t?�1ya�F.'•'1111=71u
NOVA= j�'"r
IttaclafalE.�e t�•�� If6t�
eeer� er��-�-�1 r� � rt�r.^-e
1-i
[3I�tI �rL�-r�.tr
eco Ir.��^�slrrxrla
=9i�930
t) P-1,3
TDH In Piping:6
Filter loss in YOH (from filter date sheet: e o ( !2R!)
Heater loss in TDHIjfmrn heater data sheoTl:.—
```eeeeeeEst F rrrrre
.,A Q,T�g4ll other loss:
•�;�CEN$�.Othi9Imp'dilad TDH: 31
s
No. 37 Pale 1 of 3
a-? ' .:. STATE 4 z
Y
p,•.G\`k�
fi'. LA1J$5s�%°�s�8te�e
;77
V;
Pump saleedw — I - H? (fhwp Malt.ne elu N Ylo fpm using Pump curve ter Simplified
TDM & System Flow Rate.
Main train cover HAYWARD W61048E (system Flow Rap "wet not
exceed approved saver slow rata) .
Notes: Minimum system flow based on min. flow per skimmer of 36 gpm.
Deb mins the MgMber and 1Vm 91 /toeulrad InA_oor %Lc ftn Qutleta
Cho* all that apply.
0 0 3' – O" Q 2 HAYWARD suction outlete e' _ gpm msx. flow (sea note 2).
❑ @) @ S suction outlets V gpm max. Now (see note 3).
❑ ' _1 Channel Drain @ 316 gpm max, flow rate.
❑ _ 1 Chantel Drain 217 gpm w/ 2 ports 8 278 gpm w/ 3 parts (am nate 4).
1. If a variable speed pump Is used, use the max. pump flow In calculations.
2. For side wap drains, use appropriate side wail drain flow as published, by manufactuter.
3. Insert manufacturer's name and approved maximum flow.
4. See installation instructlons for number of ports to be used.
S. In -Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI
Al 12.19.8 and be embossed with that edition approval.
6. Pump & Filter make. model and location cannot change without submitting a revised plan and
MH worksheet,
Page 2 of 3
�s!
, She, hoevity,
b, Wool 111 =ON aft a hm
. A
In
• FLORIDA DEPARTMIDU OF
Rick Scott �L AL 1 Steven L. Hams, M.D., M.Sc.
Governor Interim State Surgeon General
April 23, 2012
Condell C. Condell
941 NE 91 Ter
Miami, FL 33138
RE: Contingency Letter
Application Document No: AP1068642
Centrax Permit Number: 13 -SC -1403997
OSTDS Number:
941 NE 91 Ter
Miami, FL 33138
Lot:6 Block:1
Dear Applicant:
Subdivision: Biscayne Ridge
This will acknowledge receipt of an application dated 04/11/2012 for a permit to use an
existing onsite sewage treatment and disposal system located on the above referenced
property.
Proposed installation of a new pool at the back yard, septic system is at front.
There is not increase in sewage flow, change sewage characteristic, or compromise the
integrity or function of the system.
From a review of your completed application, it has been determined your existing system is
adequate for the proposed use.
If you have any questions on this matter, please call our office at (305) 623-3500.
Enclosures
cc:
Sincerely,
Car I ,
Miami -Dade County Health Department
1725 NW 167 St, Opa Locka, FL 33056
Phone: (305) 623-3500. Fax: (305) 623-3645 . http://www.MyFIoridaEH.com
-map
RESIDENTIAL SWIMMING POOL/SPA SAFETY ACT
ALL WtNDOWS WITH A SILL HEIGHT OF LESS THAN 48" AND ALL DOORS
47� LOCATED WiTWN THE FENCED OR SCREENED AREA, PkOWbIWG DIRECT ACCESS
FROMTgE HOME TO THE POOL. SHALL -SE'EOUIPPED WITH AN EXIT ALARM
WITH A MIN. SOUND PRESSURE RATING OF 85 DECIBELS AT 10'. F.B.C. R4161 2
...........
Poo I L PIPING SCHEDULE'
2" POOL MAIN DRAINS
2" SKIMMER LINE
.2" VAC -LINE
Il. POOL RETURN LINE
wm am -
Elm.
r
c. m
4iLc_s�w WAY
_
POOLL
WAL
SWIM-OUT SECTION-*
NTS.
"AT5,1
owl
rAL
Ad�
COMPLIANCE WITH
AUNTY RULES AND
SP19CIF-ICATIONS
H�ANDHWO COLOR:
SPECIAL NOTES
I Soo a IwAm-. AA% X=K TYPE-
" t1l - �2' D" 9 WA M GLASSAOWS HT:
% ol
,UA&l P. -E
.1915 NE, 45 STREE r
4" Fr. LAUt., *.FL. 33308.
.4.954 MW`1004
BEAM; C_ AASS Wift WN.
24-
D BUM:
30" R:ED 8EAM XLECTM STDARD
ISI BES. POOL
FEDERAL
JLATtUNS
WATER FEATURES
A
SPA�
SMLWAY. SIZE:
SMALL .LION HEAD: DRAWW: J. IATOM
SPILL- MTE: tlk
FOUNTAIN. FEATURE:J 24 -11
NEW WAVE POOLS & SPAS INC.
LATOUR DESIGN & DEVELOPMENT
941 N.E. 91 TERRACE
MIAMI SHORES, FL.
LEGAL: LOTS 5-7 BLK.
PLATOF BISCAYNE RIDGE
/� 5 rx '!)d '!
f
POOL SIZE:
POOL DEPT[:
11-51
PERIMETER:
VOLUME:. (GALLONS
TURNOVER RATE:
.BUi-RFACE AREA -SQ. FT.
:.PO6- & SPA EQUIPMENT
00 PUMP:
I T SPA PUMP:
POOL FILTER:
EXTRA PUMP:
_kQOL INLETS.
SPA JETS:
%G.E MMER:
SPA LIGHT.
LIGHT:
.;J�
SPA HEATER. TYPE:
PO%TP R TYPE:
TP
WATER �Slm-
A
POOL R
PLOWER :
F
LINE:
i inator
ELECTRIC
W/ No
POOL FINMR, YTTMS
COPING:
DECK SQ. ,
1 7
TILE;
PATIO so.
0 FINISH*
DECK
MUOCAP.-
14A
H�ANDHWO COLOR:
SPECIAL NOTES
I Soo a IwAm-. AA% X=K TYPE-
" t1l - �2' D" 9 WA M GLASSAOWS HT:
% ol
,UA&l P. -E
.1915 NE, 45 STREE r
4" Fr. LAUt., *.FL. 33308.
.4.954 MW`1004
BEAM; C_ AASS Wift WN.
24-
D BUM:
30" R:ED 8EAM XLECTM STDARD
ISI BES. POOL
FEDERAL
JLATtUNS
WATER FEATURES
A
SPA�
SMLWAY. SIZE:
SMALL .LION HEAD: DRAWW: J. IATOM
SPILL- MTE: tlk
FOUNTAIN. FEATURE:J 24 -11
NEW WAVE POOLS & SPAS INC.
LATOUR DESIGN & DEVELOPMENT
941 N.E. 91 TERRACE
MIAMI SHORES, FL.
LEGAL: LOTS 5-7 BLK.
PLATOF BISCAYNE RIDGE
Wham prw"4 .fht vm~demw ah4s) diadj4 kwpciled to an accewftls ;wc or) cd imid- 6 b"" ww W.P. A MTN SLQM FOR DECKING OF 1/8 IN./LIN. FOOT SMALL BE PROVIDED (EXCEPT FOR -
lard ate. as an allachmad to tw dilmma(i). 200-7. CLOCK MIN. ANTI -VORTEX MAXN'DRAXNS W/MXN OF 2 STAINLESS STEEL SaJEWS
n&f,q.pabi Om 12 kwbu balm *A in mum epwafti waier Dlse6kifm TIME WOOD` beg:
CONFOMtS TO F.B.C. R4101 PER 2MY A
AIR RELIEF PANEL CONFOWING TO 2007 RA. BLDG. CODE & 2006 ANSVAPSP-71 FOR SUCTION &0pApMENT
PRESSURE GUAGE TO
SERVICE
Av(nDmCE- (NO VENT SYSTEM REQUIRED)
4 sm ALL 3 #12
JUNcTm -Box PRECAST OR BRICK COPING
c SmTCH
NAIL.
POOL DECK 4-
3 12V LIGHT -TILE B WITH TRkNSFORMER Pullp
VACUUM
31C OR 1/r CONDUIT WATER LINE'
I PVC
2 -NO. 3 BM IM
NOTE: ALL ELECTRICAL WON' SHALL CONFORM BOND
TO NO. mo lZ007
ZEN 4
Lou
"AM LIGHTS -MINIMUM le SHOW WATER EXCEPT NWlICAN PRODUCTS VAI
5 li-= MOM* #n78VOO( WHICH. IS. MIN. 4" BELOW WATER POOL WALL, VE FLOOR STEEL TO BE
POOL ELECTRICAL 'DIAGRAM O.C. CH WAY TYPICAL
MAN DRAW•
ORMN UNE STEEL lU FORM (STEE� TO BE AT CENTER OF CONCRETE).
LME (OR EQUIVAURM
tb"m . 4 it ANTI-VORM MM- DRAINS
4- UNE DOWN TO SOL UNE
S. .� �-- MM. S- -SECURE-
;LEAwe LIKE
Imp WITH 2 STAIlNLESS -
STEEL SCREWS
A..--lHA9t &UNT STRAOU
a.- RECOCULATM PUMP
fall —
JAW
a -Am
VMA_l a . . L -J. L-1-4 Lff
ROW* $l,4AL.L.,CONFQMr4-;Q(V FLA� ffib.CODE. PL?R iW7 FLA. SLOG. CODE 424 2.1.! 4.
.7. --7
IZ- THREAJ)tb� OVQ*
.-Pv.c f
Q -m Tw-
A.
ms 41
W 910 IMCE
IE IT IS BY DESIGN TM7 TW SKIMMER IN P.m.
SO= � MUM ALL PIPING AND FnT i INM UNDER' '70 Pump,
S"Ot TO BE UOEDUM 101 CONCRETE
PERFORATED WELL
POINT IN 3/4? ROCK BED
AIL CONSTRLAMON. & WORKMANSHIP sNA&L Be V4,cGWQkAUTy W/ a a '0 "A AREA
Wl-fLA Lb&.7. MAIN I - HAVE A FREE OF 4 TIMES. THE AREA
OF THE iklibNi.-.UNL'
A AMUAPSP-7.
TYPICAL WALL SECTION AND WELL POINT
8. WNW 0"m 'AM DISPOSAL TO BE ARRANGED SO THAT THERE
7- UPM - RATIONAL AN&M ME POCAMMI, 0.4 WE #J"
. . . . . I . . is. No dift���H WITH -A -.D0MESlIC.WATER SUPPLY.
SURROUNDING THIS SWIMM64 'POOL tbftM MR wo-L fnavw
N.T.S.
ADEQUATE SUPPORT NEEDED FOR- THE POOL FOUNDATION
9. IF REQUIRED.. UNSCREENED --POOLS SHALL HAVE A -MINIMUM
LAT
4 FT. FENCE WITH SELF CLOSING AND 'CHING GATE.
3. SWRONG POOL TO HAVE PNEUMAIMLY PLACED CONCRETE FLOOR,
WALL AND BOND BEAM. COMMUE 110 HAVE. 25 DAY COMPRESSIVE 10. ALL -METALLIC POOL FlMNGS.WfTM' 5 .FEET OF TKINME. WALL
STRENGM OF 7,=O P-S.L AM. THE. DEM 100MC1146 VUU - BE ONDED TO- WE - ml..
ti011f STEM. WITH - A' NO. .6 SHALL
COPPER %%w. THE. POOL.
4. AU REINFORCED SXEL'T0 BE -INTERIM. GRADE OfftWED BARS Of REiNFORCING'STEEL, SHALL BE ON60 16 THE 'POOL-,
NEW law STEEL: CONFORNHO TO,,ASTM A-615. STEEL TO K Wrm, 004: a" Cop ml -WIT..- Tft:mo:.Z: 11W. PIPER 6�OUN0
-9 * GILL- BE `RU E.C. . . . . . . co
BOM! LAPPED AND PLACED N ACCORDU= WffH AXJ.* STMOARDS 'wims" YOM14. ..
'W'ME M. - -,.OF'-' E
-16 'THE M.
ANb-- SPECS. FROM THE w1cm
PO%_ 4 i a UQ 0' 'a
SYS"'L THE .1101
S. IN ARU OF SKIMMER, 2-fS BARS IH.SM BEAM WY.BE NO
PLACED EITHER VELft 69. BEHINDSMMER.-
5A
CODES
$00 04 *00 *M A - JAW SIA6I P.. NEW WAVE POOLS SPAS INC.
"Q SHALL BE KSX.. AfWRWML, AM SHUL BE -E. 45 STREET
1.915 N
VWM W/ WV FW. 8WG. OftE-5 21I07
FT. LAUD. FL. 33308
L10193 ".'XMMWM to",W
32 T.ZAL
%4.776 W04
';'
ta.. TCfl I ilI!• Lmti
FUM
SHEET 3 OF ' 3 .
SECTIONS
GI
CON(C. SLO3. ,
PUMP , FILTER TO BE SECURED TO
.�sLAB IJ A r "; AP. -06 . J-:" X 1 3/4" BOLTS MIX TO
IiEF'i'W OF 1" MIN. 8c CONFORMS TO F.B.C. R4101 2007. MIN. 240 S4 IN.
Q SURFACE AREA
i T MAX
ALL RISERS TO BE EQUAL
BOTTOM RISER MAY VARY '
r* FROM UNIFORM --
RISER HEIGHT
t
�t tm I A to W MIN
SECTION
THRl7..rj-
TYPICAL SECTION THRU- STEPS
N.T.S.
TYPICAL SECTION FOR TYPE 0 POOL
(DIVING EQUIPMENT - PROHIBITED)
N.T.S.
NEW WAVE POOLS & SPAS INC.
r p
i
' N i
y o I
��y 0
F 25.00'
r rr
10
P5ov
�I
�I
,i
25.00'
1
O�
'11k.
OQ
ot-
0p a
50.301
bi 144.80' { M 1}
C] 150.36- { R
60i "
8' GAS 28' w
C.L.F.
n
8 O boy
Z.
�N
.r� c
04
67.01'
r fair - r
0
--
7.00'
------
----
—-------
---
.!
o 3'
r
3
23.80'
N
i~n
M Z
0
g
o
.
P
A ®ces
c,
w on
r r_
.0
cn 5'
w
lO.OQ'
00
7.851..
1'O 3
\
C>
H -
`r
o
a/7�
19.10'
� �
18.01'
A
�
15.00'
o y`
�25r
1162.93' { R)
146.60' { M
i C-1PLO �
Q
j Y C.B.S. WALL
v�a �
ABBREVIATIONS:
S•IAC=SIDEVO LK CSS=CONCRETEBLOCKSTRUCTURE, CLF=CHAIN LINKFENCE, PL=PROPERTY LINE. DUE=DRAJNAGE u-nLnY EASEM ENT, IP=IRON PIPE,
F=FOUND, A/C=AIR CONDITIONER PAD, PIC=PROPERTY CORNER, DIH=DRILLED HOLE, w/F=MODEN FENCE, RES=RESIDENCE, CL,CLEA L RB=REBAR,
UE --UTILITY EASEMENT. IANC --CONCRETE SLAB, RAWRIGHT OF WAY, 6E -DRAINAGE EASEMENT, C41 ---CENTER LINE, O=DIAMTER, TYP=TYPICAL,
M=MEASURED; R=RECORDED• ENCR=ENCROACHMENT, COMP=COMPUTER, ASH -ASPHALT, N/D=NAIL & DISC. S=SET, FEE=FINISH FLOOR ELEVATION.
O/S=OFFSET.P/P=POMRPOLE, OHP -OVERHEAD POWERLINE,Md IP tTERMETER
NCE=
MASONRY Vd4LL= ELEVATION BASED ON LOC. # 3251 N
IJIASONR
CONCRETE= .:_ ..._ _ :.:•: _,: •_:: _ �. _ CBM# A-400 ELV. 14.75'
MAINTENANCE• & DRAINAGE EASEMENT-- M & D.E. TYPE OF SURVEY: BOUNOARY SURVEY
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 3) THE SURVEY DEPICTED HERE" IS NOT
COVERED BY PROFESSIONAL LIABILITY INSURANCE. d) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRAC-rOF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IFANY AFFECTING THIS PROPERTY 39 41
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB- PAGE
e
04
rn
�
6.53
CL
LOCATION SKETCH
6-
SURVEY OF: 941 N.E. 91ST TERRACE, MIAMI SHORES, FL. 33138.
LEGAL DESCRIPTION: LOT 6 & THEE 22' OF LOT 7 &W31 OF LOT 5 ' "BLOCK: 1
OF PLAT OF BISCAYNE RIDGE SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41
OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA -
1. HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.0227 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA #5924
SINCE 1987
BL.A.NGO SURVEYORS ING.
Engineers . 1 -arid Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
(305} 865-1200 Email: blancOsurveyorslnc@yahoo.com Fax: (305) 865-7810
100D ZONE: g SUFFIX: L DATE: 9/11/09B SE N A
,AN_EL: 0306 COMMUNITY# 120652
WIFE, , SCELE: DJ•i/N. BY: JOB iso
110/11 i.=qn, I: Al.;— 11-786
04
rn
�
3
ON PL
U
N
0
3'
o
.
P
tA�
�zr
w on
015,
LOCATION SKETCH
6-
SURVEY OF: 941 N.E. 91ST TERRACE, MIAMI SHORES, FL. 33138.
LEGAL DESCRIPTION: LOT 6 & THEE 22' OF LOT 7 &W31 OF LOT 5 ' "BLOCK: 1
OF PLAT OF BISCAYNE RIDGE SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41
OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA -
1. HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.0227 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA #5924
SINCE 1987
BL.A.NGO SURVEYORS ING.
Engineers . 1 -arid Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
(305} 865-1200 Email: blancOsurveyorslnc@yahoo.com Fax: (305) 865-7810
100D ZONE: g SUFFIX: L DATE: 9/11/09B SE N A
,AN_EL: 0306 COMMUNITY# 120652
WIFE, , SCELE: DJ•i/N. BY: JOB iso
110/11 i.=qn, I: Al.;— 11-786
— 50.30'
V�
0
�y� oti5�
•
25.00'
O
y�
7.00'
0
19.10'
'=N� 144.80'(M)
150.35' (R) C.L.F.
8' GAS 11'
26' _'')-STONE 0- 12'
67.01'
4
N$ 15.00'
23.80' c
ML
1J 00
7.85', ��o. J
H
152.931 R j
145.801 M )
3' C.B.S. WALL
m
r IVs!
.. iii
ABBREVIATIONS:
SNA=SIDEV%ALK CBS=CONCRETESLOCK STRUCTURE• CLF=CHAIN LINKFENCE, PL=PROPERTY UNE, DUE -DRAINAGE UTILITY EASEMENT, IP=IRON PIPE,
F=FOUND, AIC -AIR CONDITIONER PAD, P/C=PROPERTY CORNER, D/H=DRILLED HOLE, WIF=VYDODEN FENCE, RES=RESIDENCE, CL -CLEAR RB=REEIAR,
UE=UTILITY EASEMENT. CONC-CONCRETE SLAB. RNV=PJGHT OF WAY, DE=DRAINAGE EASEMENT, CIL=CENTER LINE, O=OIAMTER TYP=TYPICAL,
M=MEASURED• R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT• N/D=NAIL & DISC, S=SET, FEE=FINISH FLOOR ELEVATION.
NOT VALID UNLESS EMBOSSED WITH O/S=OFFSET•P/P=POVYERPOLE, OHP -OVERHEAD POWERLINE,V:M=WATERMETER
SURVEYOR'S SEAL MAsoriRYCE - ELEVATION BASED ON LOC. #3251 N
CONCRETE= •: _•••• _ •_ _ • •_ •� •_ �•• _ •• _ CBM# A-400 ELV. 14.75'TYPE OFSURVEY: BOUNDA•2YSURVEY
AL MAINTENANCE & DRAINAGE EASEMENT= M & D.E.
® SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT
COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 39 41
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE
LON PL
N
t
7.13'
SURVEY OF: 941 N.E. 91ST TERRACE, MIAMI SHORES, FL. 33138.
LEGAL DESCRIPTION: LOT 6 & THEE 22' OF LOT 7 & W 3' OF. LOT 5 BLOCK: 1
OF PLAT OF BISCAYNE RIDGE SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT PAGE 41
OF THE PUBLIC RECORDS MIAMI-DADE COUNTY, FLORIDA
I HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat orvisible easements other than
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA #5924
SINCE 1987
BLANGO SURVEYORS ING.
Engineers . Land Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141 .
(305) 865-1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865-7810
7LOOD ZONE: g SUFFIX: L DATE: 9 11 09BASE: N A
ANEL: 0306 COMMUNITY# 120652
I&T% - SCALE: DVA -4. BY: JOB No
1J F. Bf fir. 11-786 �>; _