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BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES. FLORIDA 33138.2382
TELEPHONE (305) 793•2204
FAX (3031 750.8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAP ACT
I (We) acknowledge that a new swimming pool, spa or hot tub will be constzucted or
nstalled at Miami Shores,. Fl., and hereby affirm that one of
he following methods will be used to meet the requirements of Chapter 515, Florida
'Statutes.
;please initial the method(s) to be used)
The pool will be isolated from access from the home by an enclosure
that meets the pool barrier requirments of Florida Statute 515.29;
The pool will be equipped with an approved safty cover that
complies with ASTM F1346 -91;
All doors and windows providing direct access from the home to the
pool will be equiped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 10 feet;
All doors providing direct access from the home to the pool will be
equipped with self - closing, self - latching devices with
mechanisms placed no lower than 54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or
when pool is completed for contract purposes, will constitute a violation of Chapter 515,
F.S. and w'11 be considered as committing a misdemeanor of the second degree, punishable
by fines .p to $500 and /or up to 60 d. s in jail as established in Chapter 775, F.S.
CO
SIG1 ATURE & DATE
9 ' ' 'S SIGNATURE & DATE
11141 e
OWNER'S NAME ( PLEA1 Y `' /4T 1 abel Vargas
Commission #D0231984
. :; Expires: Jul 13 20U7
Bonded I hnj
•
. Y PUBLI*
NOT
• H.C.O.R.: 8.01 feet Important: Read the instructions on pages 1.7.
SECTION A - PROPERTY OWNER INFORMATION
BUILDING OWNER'S NAME
James Howard and Mary Ellen Bailey
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
1100 NE 99'" Street
CITY
Miami
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 6, Block 179 , Plat Book 43, Page 69 Miami -Dade, Fkxida Folio Number 11- 3205-018-0150
BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL)
( ##° - ##' - ##.##" or ##.#####°)
81, NFIP COMMUNITY NAME & COMMUNITY NUMBER
Village of Miami Shores 120652
B2 COUNTY NAME
MiarniDade County
B3. STATE
FL
B4. MAP AND PANEL
NUMBER
12025C 0093)
B5. SUFFIX
J
B6. FIRM INDEX DATE
7-17-1995
87. FIRM PANEL
EFFECTIVE/REVISED DATE
3-2 -1994
B8. FLOOD ZONE (S)
AH
B9. BASE FLOOD ELEVATION(S)
(Zone AO, use depth of flooding)
8'
B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area a Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Constriction Drawings` ❑ Building Under Construction' ® Finished Constriction
`A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO
Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD29 Conversion/Comments —
Elevation reference mark used BC -62 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No
o a) Top of bottom tkxx (including basement a enclosure) 10.50 ft. (m) o
o b) Top of next higher floor NIA ft. (m) U
o c) Bottom of lowest horizontal structural member (V zones only) NIA ft (m) 1 o
o d) Attached garage (top of slab) 7_90 ft. (m) W 2 cii
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) (AIC) 8,47 ft (m)
o f) Lowest adjacent (finished) grade (TAG) 7.8 ft. (m) z °'
o g) Highest adjacent (finished) grade (HAG) T9 ft. (m)
o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WA 7)
o i) Total area of all permanent openings (flood vents) in C3.h NIA sq. in. (sq. an)
This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C 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.
CERTIFIER'S NAME ABRAHAM HADAD LICENSE NUMBER LS6006
TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME HADONNE CORP (LB7097)
ADDRESS
13370 SVvJ
SIGNATURE
/ J
FEMA Form 81 -31, JUL 00
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
HORIZONTAL DATUM:
❑ MAD 1927 ❑ NAD 1983
STATE ZIP CODE
FL 33138
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
IVServerlHDNN3IPROJECTSWADONNE104451 1100 NE 99 STREET MIAMrelevation.doc
O.M.B. No. 3067 -0077
Expires December 31, 2005
For Insurance Company Use:
Policy Number
Company NAIC Number
SOURCE: ❑ GPS (Type):
❑ USGS Quad Map ❑ Other.
CITY STATE ZIP CODE
MIAMI FLORIDA 33186
DATE TELEPHONE
07-08- 2004 305.266.1188
SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS
IMPORTANT: In these spaces, copy the corresponding information from Section A.
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
CITY
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
❑ Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete liens El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR - F,
Section C must be completed.
El. Building Diagram Number _(Seled the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use
natural grate, if available).
E3. Fa Building Diagrams 6-8 with openings (see page 7), the next higher Bca or elevated floe (elevation b) of the building is _ ft.(m) in.(c n) above Lhe highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. For Zone AO only: If no flood depth number is available, is the top of the bottom Boa elevated in aaprdance with the community's foodplain nanagement ordinance?
❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who carrpletes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA - issued or community-
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STAI E ZIP CODE
SIGNATURE
COMMENTS
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
The local official who is authorized by law Of ordinance to administer the community's flaxdplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate, Complete the applicable iten(s) i.nd sign below.
01. [] The information in SeCtic C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by
state ci local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community offidal aarnpleted Section E for a building lasted in Zone A (without a FEMA -issued a community-issued BFE) or Zone A0.
G3. ❑ The following information (Items G4-09) is provided for community flaxdplain management purposes.
64. PERMIT NUMBER
G5. DATE PERMIT ISSUED
STATE ZIP CODE
07. This permit has been issued for, ❑ New Construction ❑ Substantial Improvement
08. Elevation of as-buiil lowest foci (induding basement) of the building is: _. _ft.(m) Datum:
0.9. BFE or (in Zone AO) depth of flooding at the building site is: , ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
DATE TELEPHONE
For Insurance Cat npany Use:
Policy Numtxx
Company NAIC Number
❑ Check here if attachments
G6, DATE CERTIFICATE OF COMPLIANCFJOCCUPANCY ISSUED
❑ Check here if attachments
FEMA Form 81 -31, JUL 00 REPLACES ALL PREVIOUS EDITIONS
F. I . P.1 /2"
(NO I.D)
0
L(i
N
rci
0
4' HIGH
CHAINLINK
FENCE
F. I . P.1 /2"
(NO I.D)
— — - ( 3 tY —ate
L
REVISIONS
NE 99th STREET
20' ASPHALT PAVEMENT
22.5'
90 °00'00 "E 90.00'(R&
25' GRASS PARKWAY
PORCI
PLANTER
ASPHALT
DRIVEWAY
L -L L.
LLLLL.
7 / _ 16.6'
_ LLI_LLL LL_: LLI_I�ir
'_LLL�I LLLLL -L' ZLLi
I L ' LI L I I I I I L
0 LLLLLLL L,
,LLLLLik L.
LL LLL
r< : I IIIIII!III
__II L
21.0'
4 HIGH S90 °00'00 "E 90.00' (R &M
CHAINLINK
FENCE 8.5' ASPHALT PAVEMENT
12.9'
0
0
' ALL Y
N
rri
0
01
Ca
C.11
4' HIGH
CHAINLINK
FENCE
0.3'
F. I . P.1 /2"
(NO I.D)
REVISIONS
SCALE
1 " =20'
3. ACCURACY:
4. SOURCES OF DATA:
LEGEND
SURVEYOR'S NOTES
1. The date of completion of original field Survey was on June 07, 200
4,
2. LEGAL DESCRIPTION:
LF.F.E. LOWEST FINISH
FLOOR ELEVATION
Lot 6 Block 179 of "REVISED PLAT OF TRACTS 178B, 178C, 179A, 1798,
179C, 180A 8cN 1/2 180C OF REVISED PLAT OF MIAMI SHORES, SECTION
8 AS RECORDED IN PLAT BOOK 31 AT PAGE 41, PUBLIC RECORDS OF
DADE COUNTY, FLORIDA.', according to the Plat thereof, as recorded in
Plat Book 43, at Page 69, of the Public Records of Miami -Dade County,
Florida.
Containing 9,335 square feet. 0.21 acres more or less by calculations.
Property Address: 1100 NE. 99th Street, Miami, Florida 33138
Folio No.: 11-3205-018-0150
The accuracy obtained by measurement and calculation of closed
geometric figures was found to exceed this requirement.
North arrow direction is based on an assumed Meridian.
Bearings as shown hereon are based upon the Northerly property line
with an assumed bearing of N 90'00'00" E, said line to be considered
a well monumented line.
This property appears to be located in Flood Zone AE, with an
elevation of 8.0 feet, as per Federal Emergency Management Agency
(FEMA) Community —Panel Number 120635, Map No. 0093, Suffix J,
Effective Date: July 17, 1995.
Legal Description furnished by client.
.0 = ELEVATION
DRWY. = DRIVEWAY
U.P, = UTILILITY POLE
3.0,3. = BASIS OF BEARINGS
A/C = AIR CONDITIONING PAD
A = DISTANCE
BLDG. = BUILDING
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK STRUCTURE
CH. = CHORD DISTANCE
O = CALCULATED
(C) = CLEAR
CL = CENTER LINE
CONC. = CONCRETE
P.R.0 = POINT OF REVERSE CURVE
P.C. = POINT OF CURVATURE
F.N.D. = FOUND NAIL./DISK _
P.C.C. = POINT OF COMPOUND CURVE B/C =
M/1. = MONUMENT UNE R =
N.0.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD.
0.E. = OVERHEAD ELECTRIC LJNE RES.
P.B. = PLAT BOOK R/W =
P.C.P. = PERMANENT CONTROL POINT
P.G. = PAGE
P.0.3. = POINT OF BEGINNING
P/L = PROPERTY LINE
N.T.S. = NOT TO SCALE
■ = CENTRAL ANGLE
= CATCH BASIN
= SANITARY SEWER
D WATER VALVE
S.I.R. = SET IRON ROD
P.O.C. = POINT OF COMMEN -CEMENT
F.N. = FOUND NAIL
P T. = POINT OF TANGENCY
E.N.C. = ENCROACHMENT
F,H, = FIRE HYDRANT
F.LP. = FOUND IRON PIPE
F.I.R. = FOUND REBAR
LF.E. = LOWEST FL003 ELEVATION
LP. = LIGHT POLE
(M) = MEASURED
(R) = RECORD
OUL = OVERHEAD UTILITY LINE
P.I. = POINT OF INTERSECTION
//— = WOOD FENCE
—X— = CHAIN LINK FENCE
C.B.S. WALL
BLOCK CORNER
RADIUS
RADW
RESI DENCE
RIGHT OF WAY
SEC. = SECTION
S.I.P. = SET IRON PIPE
STY = STORY
SWK = SIDEWALK
UE. = UTILITY EASEMENT
= UTILITY POLE
• = FIRE HYDRANT
C v = META1. LIGHT POLE
° LIGHT POLE
• = WATER METER
• = CABLE TV BOX
"REVISED PLAT OF TRACTS 178B, 178C, 179A, 179B, 179C, 180A 8cN2
180C OF REVISED PLAT OF MIAMI SHORES, SECTION 8 AS RECORDED IN
PLAT BOOK 31 AT PAGE 41, PUBLIC RECORDS OF DADE COUNTY,
FLORIDA', according to the Plat thereof as recorded in Plat Book 43 at
Page 69 or the Public Records of Miami —Dade County, Florida.
Elevations are based upon the National Geodetic Vertical Datum 1929
as per Miami —Dade Public Work Deportment Benchmark B -62 said
Benchmark hos on Elevation of 8.74 feet.
MAP OF BOUNDARY SURVEY
of
1100 NE 99th STREET, MIAMI, FLORIDA 33138
for
ELLIOTT HARRIS, P.A.
NE 99th STREET
11
10
13
9
14
8
15
7
16
17
5
18
NE 98th STREET
LOCATION MAP
NOT TO SCALE
5. LIMITATIONS:
Since other information other than what is cited in the Sources of
Data were furnished, the Client is hereby advised that there may
be legal restrictions on the Subject Property that are not shown
on the Survey Map that may be found in the Public Records of
Miami —Dade County. The Surveyor makes no representation as to
ownership or possession of the Subject Property by any entity or
individual who may appear of public record. No excavation or
determination was made as to how the Subject Property is served
by utilities. No improvements were located, other than those shown.
No underground foundations, improvements and /or utilities were
located or shown hereon.
Well— identified features as depicted on the Survey Map were
measured to an estimated horizontal positional accuracy of 7fo foot.
6. CLIENT INFORMATION:
This Boundary Survey was prepared at the insistence of and certified
to:
James Howard and Mary Ellen Bailey
SURVEYOR'S CERTIFICATE:
I hereby certify: That this "Boundary Survey" and the Survey Mop
resulting therefrom was performed under my direction and is true
and correct to the best of my knowledge and belief and further,
that said "Boundary Survey" meets the intent of the applicable
provisions of the "Minimum Technical Standards for Land Surveying
in the State of Florida ", pursuant to Rule 61G17 -6 of the Florida
Administrative Code and its implementing law, Chapter 472.027 of
the Florida Statutes.
H AD 0 N N E corp. , a Florida corporation
Florida Certificate of Authorization Number L87097
By:
Abraham Hadad
Registered Surveyor and Mapper LS6006
State of Florida
NOTICE: Not valid without the signature and original raised seal of
a Florida Licensed Surveyor and Mopper. Additions or deletions to
Survey Maps by other than the signing party are prohibited without
the written consent of the signing party.
H A D O N N E
RIORP 1 R709/1
PROFESSIONAL LAND SURVEYORS AND MAPPERS
13370 SW. 131st STREET SUITE 103, MIAMI FL. 33186
Phone: 305.266.1 188 Fax: 305.207.6845
Job No.: 04451
Field Book: FILED
DRAWN BY: CS
CHECKED BY: AH
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POOL SITE PLAN
LEGAL DESCRIPTION
LOTS- 6, BLOCK -179, MIAMI SHORES SEC. 8
PLAT BOOK- 43, PAGE -69
MIAMI -DADE COUNTY, FLORIDA
JOB ADDRESS:
1 100 NE. 99 STREET
MIAMI SHORES, FL.
SC: 1" =10'-0"
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NOTE: BARRIER
PROVIDE SAFETY POOL COVER TO COMPLY WITH
SECTION 424.2.17 OF THE FLORIDA BUILDING
CODE OR WITH BARRIER REQUIREMENTS OF SEC.
8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE
P001 REQUIREMENTS:
SELF - CLOSING/ SELF - LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON - CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
OWNER'S PROPERTY
N
L:r % AL-.L )4 1‘ rIL_116.1 G1-1A11,.1 - LI tJw_
IF weir 4✓L� -- I , J&
6 ALL E3 t lot/�►.� pLAGE.0
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4 ,- - .74 1101-1 424, 1,1744, 4F: 1 146 P 117A
a L-17 I LJ 1 e*Es .
M
up
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11
4-
LOCATION PLAN
SOIL STATEMENT j
BY VISUAL INSPECTION SOIIL CONDITIONS APPEARS �/
TO BE CLEAN SAND AND MOCK WITH A MINIMUN SOIL
BEARING CAPACITY OF 2,0000 PSF.
IF CONDITIONS VARY THE ARCHITECT OR ENGINEER SHALL
BE NOTIFY IMMEDIATELY AND ALL WORK SHALL STOP.
a�
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•
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1- 1 AUDMoLOta
.40 11 6/ max
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POOL LAYOUT PLAN SC: 1/4" = 1' -0"
BERM DETAIL
11 O il
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L tE wig 4 v' ea'I.1"I'•
`r'YP
164, (:- 6 re 1=1 M creg
1
A
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P-eF t E
PI,L IJ pop. poc, L,
SC: 1/2" = 1'-0"
,� ♦ y. 11 y ' �/ / -
.-- I ' 4# P'c L P i 1 w� 4 X 6
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DAT E
7/12/2004 I
------------ - - - - - - 110E1 NO M -04 -116
OF
3
Io
Q
8
7
r.
5
4
3 L
1 7 l
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f a I_ o n
7,11
POOL SITE PLAN
LEGAL DESCRIPTION
LOTS- 6, BLOCK -179, MIAMI SHORES SEC. 8
PLAT BOOK- 43, PAGE -69
MIAMI -DADE COUNTY, FLORIDA
JOB ADDRESS:
1 100 NE. 99 STREET
MIAMI SHORES, FL.
SC: 1" =10'-0"
Ex 1sT 11 -a Grol -16 .
fni
E. 11 114 -rp..E T
X
1;x 1STIl.-I(ci
ovE 542
664..\/
Exi 5 r 1 1.1 6 1
tLE4T O "T'LR.
pgaFb6:
PAL last p Ati-rr
E:x IsT
c:::kA - L u 4 L
PS 1-.1e-cc
t� x 1s1°,
4Err4
E✓< I �T•
1 16.1FliELP
NOTE: BARRIER
PROVIDE SAFETY POOL COVER TO COMPLY WITH
SECTION 424.2.17 OF THE FLORIDA BUILDING
CODE OR WITH BARRIER REQUIREMENTS OF SEC.
8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE
P001 REQUIREMENTS:
SELF - CLOSING/ SELF - LOCKING
GATES REQUIRED
FENCE: 4' HIGH (MIN.)
AND NON - CLIMBABLE
IF NEIGHBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
OWNER'S PROPERTY
N
L:r % AL-.L )4 1‘ rIL_116.1 G1-1A11,.1 - LI tJw_
IF weir 4✓L� -- I , J&
6 ALL E3 t lot/�►.� pLAGE.0
VI/46L-F Gl.aSIU( 44Th ► ELF- LAYC1- � 1►�1�
1.0x..1 Wei PEV IcGE 1 4 2 4A7MC? No Lsei
4 ,- - .74 1101-1 424, 1,1744, 4F: 1 146 P 117A
a L-17 I LJ 1 e*Es .
M
up
? - DeGg.
11
4-
LOCATION PLAN
SOIL STATEMENT j
BY VISUAL INSPECTION SOIIL CONDITIONS APPEARS �/
TO BE CLEAN SAND AND MOCK WITH A MINIMUN SOIL
BEARING CAPACITY OF 2,0000 PSF.
IF CONDITIONS VARY THE ARCHITECT OR ENGINEER SHALL
BE NOTIFY IMMEDIATELY AND ALL WORK SHALL STOP.
a�
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1- 1 AUDMoLOta
.40 11 6/ max
1 t`1' I
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POOL LAYOUT PLAN SC: 1/4" = 1' -0"
BERM DETAIL
11 O il
X 41' 7U w id 61-.1
L tE wig 4 v' ea'I.1"I'•
`r'YP
164, (:- 6 re 1=1 M creg
1
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PI,L IJ pop. poc, L,
SC: 1/2" = 1'-0"
,� ♦ y. 11 y ' �/ / -
.-- I ' 4# P'c L P i 1 w� 4 X 6
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DAT E
7/12/2004 I
------------ - - - - - - 110E1 NO M -04 -116
OF
3
POOL DATA & EQUIPMENT
SIZE & DEPTH
30' X 14' / 3' -2" TO 5' -6"
CAPACITY
12,200 GALS.
PERIMETER / AREA
90 LN.FT. / 375 SQ.FT.
PUMP
2.0 HP., 230 V, 1 PHASE
FILTER *
CARTRIDGE 175 sq.ft.
TILE
6" THRUOUT
TYPE OF DECK
4" CONC. SLAB
EXIT RAILINGS
N/A
COPING
CONC. BRICK BULLNOSE
POOL TURNOVER
6.0 HRS.
SPA TURNOVER
25 MIN.
L__ 0 B x3 II ThIe..Kt: Li E DtyE
W/ 1 5 ' e-c w`T•
\
4"
< > L a oLi WE I A
I I1 2 Vat-rr 24► 4e
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I
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01 1
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\
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11
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(I B ILE
sPA
S ( .s€A - r
SPA TYPICAL SECTION sc: 3/4" = v
'1
1/2
Mpg I
r� (
I - .�L
2 —
�4 . .4
MD,6
641,m-vvizTeA
VP Ali L.
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1
1
1. ITE
-..- .®......,4 4.1.010
\\ \ _
2
444,4..
�.�. r�... 4... I I/e __..
POOL PIPING PLAN SC: 1/4" - V -0"
spa v../46T F2-
1.5v5 L-
DIAMOND
ag-I1 FIB.
A NTI - Vc T )
MD, MP
/
/
2 11
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/ 2V F Lo w
r e. 48 "e% mAx.
�a Pow L• vJ4TE �--
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- 7 - 1 Lg.
►
* 42 10
,way
1
•
•
•
40.014 400.0.01-
w, .. .�.. 4 .00004. ,4444. ww.
I /2 K�E7 /41.4
_ _.. 4.._. .. w �. w.�.. m. . arm.. IV . _... _ ..A,... „.... IftW.. ft0.0....
I I. 6Pa .T!T6 __ _ 1 I
1:440. omonew. Itiftalft 11
1 2P pal.- F-1' 11.1 17 A 1 W K M ER
S 1 I I
1
III I
/ i I I I I
Pad_
.apI
411 gLowe1z-
vaLvE
3- WAY VALve
2�NP.
230V, 1 4
12 - An
Gn i✓TR,I gLE
FI
175 5z,FT.
P
vIIMT
111 1wa5T 2 - H, I; I'v ?/-,.E.
2.30 V
3 " •I41' vA Lv.
I 11
t /7. JJSTB
- v4Q`1/
v -L
2 -Np 230
11
PUMP PIPING DIAGRAM
■
2. 11
2.
11
12,200 GALS RECIRCULATED IN 6.0 HRS.
2.0 HP. PUMP 1 PHASE, 230 V 60 GPM
vALVE-
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(DATE 7/12/2004 1
I JOB NO M -04 -1 16
FLOTATION ANALYSIS
WATER LEVEL ELEVATION
/.5 1 '
POOL DEPTH
5.5 ' -
LOW POINT POOL
4.o I
FLOOD CRITERIA
S•o 1
F.C. DEPTH LEVEL
1• o '
LESS HYDROVERTICAL
r.- 2 , a l
HYDROSTATIC UPLIFT
-• I, o I I ,
WALL THICKNESS
TOP
BOTT.
PLACED CONCRETE
N/A
N/A
GUNITE
5"
to l b. "
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
N/A
GUNITE
(, tl . II
w avri g-
Levz L
r'° L
UYe.
: 2. v
MI •
1 2 a 1 -o' MAX.
4 -O II
TR.
. J ' Nov -4,124)2 / SW TG F-
uGT
�5. o
PIzc,../I2E I #
GILT. STaop
rE IZ- M E - rr�:
#Aev,Gpcovwo
$ 3 K$I u F.
O■Iert .WAY
4
' X
1 - 1
h 11
it
01Z ' ✓. 1 0 1 /= G
j 1 vuGno a.x
BI-oWE
I i °
� 1
fir. # IZ G � I .�� /
I n .
DISG
/TIME GLOiGK
/ PvMr (12 'AMPS)
3 �v. bRov &Jr)
PT,ECTRTCAT, DIAGRAM
ELECTRICAL NOTES:
1. ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE
WITH NEC - NFPA -70 -1996 -680
2. PROVIDE GROUND WIRE SYSTEMS LOOP WITH # 8
COOPER WIRE FOR POOL DECK WIRE MESH AND POOL
STRUCTURAL STEEL
3. GROUND ALL BOXES, LITES, MOTORS, LADDERS ETC.
WITH # 8 COPPER WIRE, SEPARATELY POOL PUMP MOTOR
TO BE LOCATED ABOVE GROUND WITH # 8 GROUND WIRE.
5x 1st IZS- 7 E LIG�
f✓
ILL FLaio(z
STOOP DETAIL SC: 3/4" = 1' -0"
SLAB EDGE DETAIL sc: 1 -1/2" =1'-0"
`Co Z' AP..W OiRzAle-g1z CPv 1r )
To Zo A►., I pc,L6 e ( LIT
- To to r, Z FbLE ef.EAKElt (ed..owcik)
Pot.- 0 11.1 III CoND. To ox157t1.1G.
MAIN N005E pANEL SPAS-ES
3 x,
LJC. eiTakv
G ax ��I 41°11°
WI! E P-- E.II•1F.
Pool
�II Go1.4. sl,,cr=
PROVIDE DI ERENT
COLOR TILE NON -SLIP
AT gJ)IMOUT EDGE
WATER LEVEL
I>ItA►1..1
II
11
es x$ Ep:LM IG
PEA IJ D Ho LO AT
4 . MAC
1a FLAN
vARiHO
I �I
3 -o MIN.
CONCRETE SLAB
J WITH ° 3 9 I® '
EACH WAY
I' -8"
SWIMOUT DETAIL
MAX O 1 5TA ►JG E To
V E►J T TEE GoNIJ�T. f
2 /y
P ✓ -
MAIN DRAIN DETAIL
2. S , iGTI o rJ P'I P I I..J41
f4
4
HANDHOLD DETAIL
c
- u ;zP I I N
o .-0 1'
tag
WATER LEVEL
POOL TYP. SECTION SC: 1/4" = 1 o
II
I I /z- VENT PIiPI1.161
MAX U1J9Ei(ZVS,. /4M12., LE jr 1-eriH
o>✓ vE1..IT 1'IP II►1!�
t'�UGT I ON
L`Nt
MD.
I I
I2 12' 18"
vAR'
eh!: PL4\
PJO'_ 'SOTTO"
E 4
WATER
LEVEL
�
f( C)
POOL /
801071 /
•
STEPS DETAIL
(A) R16ER HEIGHT MU6T BE UNIFORM
(D) 1 1" FROM THE UNii=ORM R16ER HEIGHT
(C) CONTRA6TNG TILE AT EDGE
POOL BOTTOM
MAIN DRAIN WITH
ANTI- YORTIX GRATE
16 6Q.IN MINIMUM
OPEN ARIA
0
MAIN DRAIN DETAIL
SKIMMER DETAIL
6" (MIN) CONCRETE ALL
AROUND DRAIN BUMP
COPING
D ECK
2
11
(a f 2.
VARIES (6EE PLAN)
TYP. WALL SECTION
GENERAL NOTES:
1. ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE 2,500 PSI. AT 23 DAYS.
2. ALL REINFORCED STEEL TO CONFORM TO ASTM 615 GRADE 60.
3. ALL POOJ. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO
BE SCHEDULE 80 PVC.
4. FILTER BACKWASH SHALL COMPLY WITH CHAPTER 4 SECTION 424 FLORIDA BUILDING CODE.
5. NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF BOILS EXCEPT CLEAN SAND OR ROCK
WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY
ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON
EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRITY AND THE AREA SHALL BE
BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" THICK LAYERS WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED THE POOL
SHALL BE REDESIGNED FOR PILING.
6. IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUSIONS TO PROTECT
EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OTHER METHOD
IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR THE SAFETY OF
EXISTING STRUCTURE.
7. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN
EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL
SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY.
CONTRACTOR AND /OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
8. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. MINIMUM
CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL
REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 15 FEET FROM OVERHEAD
ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES.
9. POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER
PRODUCTS SAFETY COMMISSION, W.D.C.
10. MINIMUM 4' -O" HIGH FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS.
11. WHRE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE
SHALL BE EMPLOYED. THE WALL SHALL BE IN GOOD CONDITION NOT PERMITTING ANY
SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL.
IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED
OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERY
OWNER WHEN EXCAVATING FOR THE POOL. THE SEAWALL TIEBACKS SHALL NOT BE CUT.
WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATION NOTIFY THE ENGINEER FOR
INSTRUCTIONS.
12. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING
SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE
OF ORGANIC MATERIALS AND SHALL BE PLACED IN 1 2' THICK LAYERS. EACH LAYER SHALL
BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS
BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER.
13. WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE
TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS.
14. WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON
THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO
PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL
REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
15. THIS PLANS REMAIN THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE
FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THJE
DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF,
THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ALL
APPLICABLE LOCAL CODES AND REGULATIONS.
C7
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I DATE
7/12/2004
JOB NO M -04 -116
� 1 8 -o"
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15: 4 LLey
10.ao
POOL SITE PLAN
JOB ADDRESS:
1 100 NE. 99 STREET
MIAMI SHORES, FL.
t i II
..- 1 O�o
LEGAL DESCRIPTION
LOTS- 6, BLOCK -179, MIAMI SHORES SEC. 8
PLAT BOOK- 43, PAGE -69
MIAMI -DADE COUNTY, FLORIDA
CD-
SC: 1" = 10' -0"
Ex 1 Si I F441 c.01.4.
DIZ INE ∎a&y e' 1
- C IGTIL k
ciNJE 1E V
61?...v
5L561, M K.
PawL e.d4 ti I rill U
GH,o1�.1�LIG.1K.
F E 1.16 K.
ENc
Errl
TA .J I ,.
E)< I "r•
oI JP, EL4:›
NOTE: BARRIER
PROVIDE SAFETY POOL COVER TO COMPLY wrrH
SECTION 424.2.17 OF THE FLORIDA BUILDING
CODE OR WITH BARRIER REQUIREMENTS OF SE:C.
8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE
S7F
0
13
Iz ►4 up To 11
PE:G14. --1 4,
Oor ALL EuIgrI U.JL1 GHAt E.J -L 1 ! !
FEl..te-e. Gtr I F I--.1al` 4sLF Wei
6I4 LL. i*?tavE$? P AGE.
W/5 LP G La 51 I IJ61 6,41'64 k 6aL-F- L 41 - 6111 t:Jei
Lac-K.10 6i D v IGE Low p Kra Lmy,511-kohri
I/ P to Iwrio r 1 of `114e
.F.eDor -1 4z4..2.174-9 eF ThFEFt,op.ItAo.
ay' Lo 11_16 .o IDE •
SOIL STATEMENT
BY VISUAL INSPECTION SOIL CONDITIONS APPEARS
TO BE CLEAN SAND AND IROCK WITH A MINIMUN SOIL
BEARING CAPACITY CF 2 „000 PSF.
IF CONDITIONS VARY THE ARCHITECT OR ENGINEER SHALL
BE NOYIFY IMMEDIATELY /AND ALL WORK SHALL STOP.
14
N M, ¶1 sr
I f,
17
1J E ,
I$
LOCATION PLAN
11
x
X
K
Z
i
PAW D4
da"'/ max
3` E
pESrP
114 ` /Er.
I
v 4< <. fl(L 1= 315 0
�.. PaRI o L1-J. FY,
l V °♦
•
•
Ha��NoLi�
48 IA/1.K
,.-- VA vU I.�t
•
\ �
I.
R . E 4I 2 E. i.je,E
BERM DETAIL
POOL LAYOUT PLAN SC:1 /4" = 1
1 4"
1/22'
LITE
°de "
e
1 . RM Ur To
iao. v t+c- K
\
.
S
Ir
PaaL Pe-,K W4 i x to
\ *0 10/10 w I g-E ri-rp, oV512-
t ∎ M f9,6 -rE p d 1...,e,40,4
r FI LL,
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1 1 I / EER-M up To
i
ppcg L DE a Ik>...
\
FffP- Ta 5 E \
FL,A U Fop. Poa L
P EI,K. GoLiT
SC: 1/2" = 1'-0"
1 A'
3'
it 11
'�Xo f'1 -JfG 1,.1
E b‘E Vv / # `T` eawl'.
-I"YP 164 L e , 1=r M e .
REv15ED , , i Ll FL-0 PPC b PooL, Lw'
(*/
.4:x 15
s( 1sbr1
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1 JOB NO M -04 -116
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POOL SITE PLAN
JOB ADDRESS:
1 100 NE. 99 STREET
MIAMI SHORES, FL.
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LEGAL DESCRIPTION
LOTS- 6, BLOCK -179, MIAMI SHORES SEC. 8
PLAT BOOK- 43, PAGE -69
MIAMI -DADE COUNTY, FLORIDA
CD-
SC: 1" = 10' -0"
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NOTE: BARRIER
PROVIDE SAFETY POOL COVER TO COMPLY wrrH
SECTION 424.2.17 OF THE FLORIDA BUILDING
CODE OR WITH BARRIER REQUIREMENTS OF SE:C.
8C -4 CHAPTER - 8 MIAMI -DADE COUNTY CODE
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SOIL STATEMENT
BY VISUAL INSPECTION SOIL CONDITIONS APPEARS
TO BE CLEAN SAND AND IROCK WITH A MINIMUN SOIL
BEARING CAPACITY CF 2 „000 PSF.
IF CONDITIONS VARY THE ARCHITECT OR ENGINEER SHALL
BE NOYIFY IMMEDIATELY /AND ALL WORK SHALL STOP.
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POOL LAYOUT PLAN SC:1 /4" = 1
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POOL DATA & EQUIPMENT
SIZE & DEPTH
30' X 14' / 3' -2" TO 5' -6"
CAPACITY
12,200 GALS.
PERIMETER / AREA
90 LN.FT. / 375 SQ.FT.
PUMP *
2.0 HP., 230 V, 1 PHASE
FILTER *
CARTRIDGE 1 75 sq.ft.
TILE
6" THRUOUT
TYPE OF DECK
4" CONC. SLAB
EXIT RAILINGS
N/A
COPING
CONC. BRICK BULLNOSE
POOL TURNOVER
6.0 HRS.
SPA TURNOVER
25 MIN.
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POOL PIPING PLAN SC: 1/4" = 1' -0"
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PUMP PIPING DIAGRAM
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1.2,200 GALS RECIRCULATED IN 6.0 HRS.
2.0 HP. PUMP 1 PHASE, 230 V 60 GPM
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7/12/2004
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Miami Shores Village Building Department P
Permit Number -3 4 -13C 1
Review Completion Date 1