991 NE 93 St (9)•
AFFIDAVIT
SPATS OF FLORIDA) SS
COUNTY OF DATA; )
'of the Village of'M
County of Dade and State of Florida, being duly sworn, Both depose 444 a ,
that under the provisions of Ordinance No. 185, dated June .15, 1948► amen
ing paragraph (d) of Section B.166 of Ordinance No, 97 of the Building
of Miami Shores Village, he desires to build a Code
on Lot �S " Block • of
�� ` _c t. Subdivis on,
tha he i the o her of said property, andHw 11 be he owner Said
• that he will do the work ere,nall
he will, at suohv times s are required by the Zoning and Building Direotcre-
1.. File plans and specifications and obtain approval of the
Planning Board and the Building Inspector,
2, Apply for and secure a Permit.
3. Pay the required fees,
4. Execute the work in accordance with the provisions of this
Code.
5. Apply for insjections.
6. File with the Building Inspector certifietes that provis10
has been made to o rryr the necessary tdorluMenes Compensation,
Public Liability and Property Damage Insurance.
File with the Building Inspector as the job provresses certi.
fixates showing the payment required by the Federal Social
Security Aot to the State of Florida or the United States of
Aiaerica.
8 . Assume the responsibility of not employing other than properly
licensed contractors by Miami Shores Village for any part or
portion of the work.
9. Not set himself up as a 'contractor'.
10. Sian an affidavit before ooll ending work to the effect that
he has read this Article and will do the work personally and
observe all, of the requirements of the Building, Electrical,,
Plumbing and Zoning Codes of Miami, Shores Village. Such
affidavit to be properly notarized upon blanks to be supplied
by the Building Ynspeotor.
11. In order to prevent abuses and subterfuge tha right of such
owner builder as herein. provided, ' is limited td but one
owner »builder vermit each 2 years, and where an owners.builder
has on exeroized the privilege herein conferred no second
application for ovner4builder permit shall be granted. in less
than 2 years, unless the applicant is qualified as a licensed
General lage . Contractor under the applicable Ordinances of said
Vil
And Further this Deponent says note
OWNER
SUB` $IB» . AND -s;4c irr TIOBgEORS ME thi8,
,. 19 day of
�� .
NOTARY PUBLIC, STATE OF FLORIDA AT LARGE.
MY COMMISSION EXPIRES AUGUST 15, 1352.
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GEN,iLEc • tit/ r 66
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
--4
Application is hereby made for the approval of the detailed statement of the plans and specifications herew tl'i submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
tit.. 4 1 .,� _.,/ • Date ( ? i 4 i _ i , 19 3 -
Owner.s Name and Address h ''�4 7r:Y ! - %._r<? Np -_ - _ _4 __. Street /11 1•i 1 - 16 - /e ,
Registered Architect and/or Engineer 0 , it L t 7 c7 / - t , .1 , .-
Name and address of licensed contractor -__
Location and legal description of lot to be built on: /
f
,—Z(
Lot 5 Block tit�t -'t C Subdivision 'Pi/ /2-.{e 7 r
State work to be done and purpose of building (by floors)
Street and Number where work is to be done 1 e � / ^J _______ % 3
New Building Y Remodeling Addition 4
Repairs
To be constructed of C-.1 Kind of foundation_ r ( 0 - . R oof Covering
yIto - 0,4° - - ., - it
Estimated Total cost of improvements $ Amount of Permit $ _
Zone eubage required 2 Z 5 ---- J - 0
_ __Plan Cubage
Distance to next nearest building 3 0 ' 4 Size of Building Lot 1-3 v ' 4 1 2
Maximum live load to be borne by each floor
I hereby submit all the Tans and sp s ifi � ions: for said building. All notices with reference to the building and its construction may
m� /.
be sent to •��i • l . Gi: s C�
The undersigned applicar{f for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida \''orkmeri s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hhn
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to hg performed under this
P
permit, as are licensed by Miami Shores Village. r' ' 7 r -
i ( l
Remarks (Signed) .\ 'O- t � 'f 4 , � P x e �
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
l ) • .I ti. .� a l7 t r?.< C_
c - -r
to me well known,
and who, being by me first duly 'worn, upon h p s s and say at he is the
therein by him tat e true. h applica n..akd that he did sign the same, and that all facts
of the above describQ construe n, e tlfe
Permit No 1 +6.l1�t� � __ -- d, S to and Subscribed b fore me
Disapproved
(Signed)
Notary Public, State of Florida
Building nspec or I " " My Commission Expires
Chairman
Member -
Member 1
Council Approved
PLANNING OARD____ DATE
Date
and for no other purpose.
No. of Stories _ f
Member
Member
Member
Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board. ..
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
. 5 . / k Le.
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(dl.€ - :-IQNS Te. -2Sri? ____rr 2
�A N 0• tUt "W141 t61)111.,t01
MIAMI Nt l' ' -•T =l.. �
LANDSCAPE
SCREEN PER
CODE
05/08/04
1 -1/2"
2"
PLANTER
IS" X T -6"
SWIMOUT W/
TILED EDGE.
(SEE PG -2 DETAIL)
1 -1/2" VENT LINE
NOT TO EXCEED
30 LF VERIFY LOCATION
IN FIELD.
,'COL fl QURIEMENTS:
SELF- LC'ING/ SELF - LOCKING
, a �S REQUIRED
FE (, 4' HIGH (MIN.)
AN r NON-CLIMBABLE
IF NEIGI VMS REMOVE FENCE/
WALL, (W VER MUST REPLACE
WI H A 4' FENCE ON /
OV N1 =R'S PROPERTY
EXISTING
SCREENED
PAT
SUBDIVISION: MAGEE & HAWKINS SUBDIVISION
COUNTY:
MIAMI DADE
NOTE:
ALL CONDUCTOR CLEARANCES SHALL COMPLY WITI.4 NE.C. 680.8 FOR OVERHEAD.
AND N.E.C. 680.10 FOR UNDERGROUND. REFERENCE N.E.C. 2002, PAGES 10 -525 AND 10 -526.
(SEE PG. 2 FOR DIAGRAM)
ECU E OF DOMPIE vTS
THIS DOCI E-7' T AND THE IDEAS
AND DE5K3d9 INCORPORATED
IEREN, A9 AN Near ar'EN1 or
PRCEESSIONAL SERVICES, !9 THE
PROPERTY OP HOW ER CCNSULTN6
aiai EERa MO id • Q T TO EE D
NUA4OIEORN PART, FOR ANY
OTHER PROJECT w111.40,T - NE
WRITTEN AUTHORZATIGN OF HOIR ER
DATE
REVIsIGN APPROVED
10"
HANDRAIL
(SEE PG -2 DETAIL)
NOTE: G.F.I. NEEDS TO BE
WITHIN 20' OF POOL
BUT NOT LESS THAN
10' FROM POOL.
18" X 48"
BENCH W/
TILED EDGE.
(SEE PG -2 DETAIL)
(DOD AS NEEDED)
I' -2'
F.F.E. 13.14'
ti
DOOR GLASS
15'
1 3'�4'
NOTE: LAYOUT OF POOL AND HOUSE
DRAWN BY SUBMITTAL OF SURVEY FROM
THE POOL CONTRACTOR HORNER 1S NOT
RESPONSIBLE FOR ANY DISCREPANCIES
DUE TO ANY ILLEGIt3LE DIMENSIONS OR
UTILI T iE: NOT 64-iOU..N ON &R/E.
DOOR 4 WINDOW ALARMS
PER SECTION 4242.11.1.9
at h . FOOL FLAN
SCALE: I/4" I' -0"
ALARM NOTE:
ALL WALLS THROUGH WHICH A OPENING PROVIDES ACCE58
TO THE POOL SHALL BE EQUIPPED WITH AN ALAR1"f
AUDIBLE WARNING WHEN THE OPENING OR ITS SCREEN 15 BEING
OPENED. THE AL4 1 SHALL SOUND CONTINUOUSLY FOR A MIN.
30 SECONDS AFTER THE OPENING 15 OPENED AND BE CAPABLE
OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD WITHIN
THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL
MEANS TO TEMPORARLY DEACTIVATE THE ALARM FOR A SINGLE
OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED At
LEAST 54" ABOVE THE THRESHOLD OF THE THE OPENING.
CONSTRUCTION NOTES
(1) POOL LOCATION MUST COMPLY WITH N.E.C. (ARTICLE 680.8)
(2) EXISTING FENCE VERIFY LOCATION IN FIELD.
(3) POOL BARRIER 15 ALARMS.
7
POOL SIZE:
POOL PERIMETER:
VOLUME: (GALLONS)
POOL EQUIPMENT
POOL PUMP:
POOL FILTER:
POOL INLETS:
SKIMMER:
POOL UGHT:
HEATER TYPE:
POOL HEATER SIZE:
CLEANING UNE:
CLEANING SYSTEM:
CHLORINATOR:
POOL
NOTE: REAR EXTERIOR LIGHTING AND OPENING
ALARMS PER CODE (BY OTHERS)
AUX. POOL
SPILLWAY SIZE:
LIONS HEAD:
SPRITZER /SPRAY HEAD:
THERAPY JETS:
FIBER OPTIC SPOT(S):
PERIMETER UGHTS:
POOL ENCLOSURE:
FOOTERS L.F.:
DECO -O- DRAIN:
PILING POOL:
HCE# 04-999---044
DRAWN BY: MSW
t ON W. RICE, PE.
CENSE • 58'142
Y0
3/
1 11' X 27'
1 HP
CART
2
1
100W
N/A
N/A
VAC
N/
N/A
COPING:
TILE:
SWIMOUT:
LADDER:
HANDRAIL:
1 68 LF 1
7,566 1
IOVERPOUR 1
1 N/A 1
1 N/A 1
I NO
1 YES
1 N/A 1
1 N/A
1 N/A 1
1 N/A 1
N/A j
1 N/A 1
1 EXIST.FENCEJ
1 74 LF
SAS NEEDEDI
SPECIFICATIONS
N0 1
NAME: WEBER
ADRESS: 991 NE 93RD STREET
CITY /STATE: MIAMI SHORES,FL 33138
LOT 5/6 BLOCK
3' - 6" TO 6'1
POOL DEPTH:
POOL AREA SO. FT.:
TURNOVER RATE
AUXILLIARY POOL EQUIPMENT
AUX. POOL PERIMETER
AUXILLIARY PUMP:
AUX. POOL JETS:
AUX. POOL LIGHT:
AUX. HEATER TYPE:
AUX. HEATER SIZE:
RAISED:
STEP(S):
BLOWER:
TURNOVER RATE:
POOL FINISH ITEMS
HANDHOLDS:
INTERIOR FINISH:
DECK S.F.:
CAPPING S.F.:
DECK TYPE:
WATER FEATURES
FOUNTAIN FEATURE:
SHEER DESCENT:
OTHER:
OTHER:
LIGHT FEATURES
REMOTE : NO ] COLOR WHEEL:
LIGHT SWITCH: Y ES ] # OF COLORS:
ADDITIONAL FEATURES
GLASS BLOCK TYPE:
GLASS ROWS HT:
GLASS ROWS WDTH.
# OF GLASS BLOCKS.
PAGE 5
1 238 SF
12.10 HRS 1
1 N / A 1
1 N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1 NO
1 D.BRITE 1
1 565 SF 1
1 N/A 1
STAMPED CONC.
1 N/A 1
1 N/A 1
1 N/A
1 N/ I
N/A 1
1 N/A j
N/A 1
N/A 1
N/A 1
JOB#
DATE: 03/24/04 PAGE 1 OF 3
BOOK 51
// /f-- C /y' ✓ /A /(1
co
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Ln
m
1i 1
I
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LL.
[n
10
1. THIS SAFETY VACUUM RELIEF SYSTEM I5 A
NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE
TRANSMISSION OF SUCTION AT THE OUTLET - 0 A
MAXIMUM OF 45 INCHES OF MERCURY.
2. THIS SYSTEM I5 A BACKUP TO PROVIDE
RELIEF SHOULD ENTRAPMENT OCCUR
3. POOL AND SPA SUCTION INLETS SHALL pE
PROVIDED WITH A COVER THAT COMPLIES ITI-4
ANSI /ASME A112.192
4. THE VELOCITY ON THE SUCTION SIDE OF
CIRCULATION SYSTEM SHALL NOT EXCEED SIX C6) FPS.
5. CHECK VALVES CANNOT BE INSTALLED ON THE
SUCTION SYSTEM.
6. tH18 SYSTEM SHALL BE INSTALLED AN TESTED BY
A QUALIFIED, LICENSED SWIMMING POOL OFESSIONAL.
1. THE VENT LINE LENGTH MUST NOT EXCED THE
TOTAL LENGTH OF 30 LF
8. VENT OPENING MUST BE COVERED W11 - 1 WIRE MESH
SCREEN TO PREVENT INSECTS, DEBRIS COL LECTION
AND BACTERIA.
9. LABEL VENT: POOL. SAFETY DEVICE- D
HANDLE
90' ELBOW
9r • ELBOW
J
I -V2"
VENT LINE
i
SAFETY VACUUM RELEAS
WP MANUAL STARTER SWITCH (TYP)
TO SERVICE
PANEL
UJP GFI 10' TO
20' FROM WATER
0 W 48" MIN.
I 5"
MIN.
z T
PREFAB. UGHT
NICHE
LIGHT NICHE DETAIL
POOL
DECK
JUNCT.
BOXES
W/P J.B.
3/4' PVC COND.
1 #8 SOLID COPPER
BONO WIRE TO
TERMINATE ON POOL
DECK
SPST TOG/LE
SWITCH
121/ TRANS.
3"12 IN 1/2
I" NON - CORROSIVE
COND.
(1)1001.0 LIGHT
w/ LOW UJATER
cut O; DEVICES
ELECTRICAL DIAGRAM
NOTE:
PRIOR TO ELECTRICAL ROUGH ELECTRICAL
CONTRACTOR SHALL SUBMIT A REVISION TO
THESE DRAWINGS SHOWING EXISTING SERVIC
WITH ADDITIONAL LOAD CALCULATIONS ANG
FXPFC.TFn AA-PAW T C:C)NFIr ellf2. 1TIC)N IA IF
t'11CCCpCAIT CO/1M TLICQC 1"m0 A111fk1 /O.
SUCTION
THE
NOT
SYSTEM (SVRS)
z
H.TA.
PUMP
MOTOR
NOTE:
ALL ELECTRICAL
SHALL CONFORM
W/ N.E.C. ART. 680
IN POOL AREA GROUND
ALL BOXES, RAILS, LIGHT,
MOTOR, ECT. LU/ "8 wIRE
LEGEND
2 WAY VALVE
CHECK VALVE
3 WAY VALVE
DRAINS
MIN. 4" CONC. SLAB
w/ WIRE MESH
3' MIN.
FROM INSIDE
EDGE OF DRAIN
TO INSIDE EDGE
OF DRAIN
11' SLOPE
(TYPJ MAX.
STEP DETAIL
PRESSURE GAUGE AND
AIR RELIEF VALVE
FILLER
21'
21'
PUMP W/
_HAIR 4 LINT
STRAINER
60GPM6601DH
PIPING SCHEMATIC
1:1 MAXIMUM SLOPE WATER LINE
MAIN -
DRAIN
6'
N.T.S.
OVERPOUR
TILE
UJATER LINE
cn
MIN VERTICAL \
2' -3" SHALLOW END
3 -0" DEEP END
•.T.S. 6 MIN.
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL
LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR
DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING.
LONGITUDINAL POOL SECTION N.T.s. u' SLOP
(TYPJ M AX:
CLEARANCE PARAMETERS
B. CLEARANCE IN ANY DIRECTION
TO THE OBSERVATION STAND,
TOWER OR DIVING PLATFORM.
C. HORIZONTAL LIMIT OF
CLEARANCE M FROM
INSIDE WALL OF THE POOL.
2 -"3 CONT.
NOTE: 4" MIN. CONC. SLAB REQ. FO
SAME ELEV. AS F E. OF HOUSE.
P FRAME FILT R TANK
MOUNT AND HEATER IF SPECIFIED
/ -1 3/4" x 3/16'" TAP CON.
REINFORCED CONC. SLAB
I II III
1�11111�1 111111
Fu-TER
vl
PUMP, FILTER
AND NEATER ANCHOR
POINTS (TYP.)
NOTES: ANCHOR BOLTS THROUGH
BABE (I 3/4" x 3/16 ")
(TAP cON) FOR POOL PUMP 4 FILLER
HEATER SHOWN AS OPTIONAL
(4) 1 1/2" ANGLE BRACKETS (GAS HEATER)
(4) 2 1/2" ANGLE BRACKETS CHEAT PUMP)
Wltl - 4 (4) 1 3/4" x 3/16" TAP CON AND
(4) I/2" SELF TAPPING SHEET METAL SCREWS.
POOL EQUIPMENT ANCHORING
FIBER`1ESH MAY BE USED IN LIEU OF wWF
INSULATED CABLES, 0 - 150 VOLTS
TO GROUND, SUPPORTED ON
AND CABLED TOGETHER WITH AN
EFFECTIVELY GROUNDED BARE
MESSENGER OR EFFECTIVELY
GROUNDED NEUTRAL CONDUCTOR
M FT.
A. CLEARANCE IN ANY DIRECTION 6.9 22.5
TO THE WATER LEVEL, EDGE OF
WATER SURI=ACE, BASE OF
DIVING PLATFORM, OR
PERMANENTLY ANCHORED RAFT.
4.4 14.5
SLOPE
J
n UMP
4" STAMPED CONC DECK
(W /6 X6- W1.4XW1.4
ON COMPACTED FILL WITH
ALL ORGANIC MATERIALS
REMOVED ( SEE GENERAL NOTES)
X —x —x X
�N
*3 AT 10" O.c.
E.W. BOTT. CENTERED
8 CONC. FTC
W/ I "5 CONT.
HEATER
2" COVER (CENTER)
"3 AT 10" O.C. E.W.
STEELTEX FORM,
KRAFTBOARD OR EQUIV.
TYPICAL WALL SECTION
( FOR DEPTHS TO 6' -0" ) N.T.S.
POOL
ALL OTHER CONDUCTORS VOLTAGE TO GROUND
0 THROUGH 5 kV
M
15
52
c tj
OBSERVATION
STAND
FT.
N.t 6
FIG. 4
HAN DRAIL
HANDRAIL DETAIL
CONTRASTING TILE
EDGES
° 3 s 10 "O.C. EA WAY
(SEE TYPICAL WALL SECTION)
I. II" MAX. RISER HEIGHT MUST BE UNIFORM
2. *2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT.
3. 240 SQ.IN MIN.AREA OF FIRST STEP
DETAIL OF STEPS N.T.S.
POOL
_• \ EQUIP.
A' \
(\.
ft
3
OVER 15 THROUGH 50 kV
M FT.
25 8.0 21
11
55 18
STAINLESS STEEL
HANDRAIL
r
LL-
LIu "
N
WEDGE ANCHOR
NTa
THIS LIMIT SHALL EXTEND TO THE OUTER EDGE OF 11-4E STRUCTERS LISTED IN A 4 B OF THIS TABLE
BUT NOT LESS THAN 3 M (10 ft)
12" 12"
15P AMP
REUSE OF DOOkIENTa
THIS DOQi- 'fl AND 11 IDEAS
AND DEDlriia INCORPORATED
HEREIN, A8 AN C eirRUMENT CP
P OFE561GNAL. DERVICE6, Ia THE
PROPERTY CP 140FNER CONSULTING
ENWNEER9 AND 46 NOT TO DE U•ED
M WiOLE OR M PART, FOR ANY
OTHER PROJECT WITHOUT THE
WRITTEN AUTHORIZATION OF HORiER
CONEULTMG Et•dI EER9.
IS"
10'
MAY 0 5
03/ 4/
N.E. 93RD STREET
JASON W. RICE, P.E.
LICENSE • 58142
DATE
03/91/04
09/03/04
EXISTING FENCE
SCREENED
PATIO
COUNTY:
TILE -
(TYP.J
' ES DE\CE
SITE PLAN.
SCALE: 1" = 20'
NAME: WEBER
ADRESS: 991 NE 93RD STREET
CITY /STATE: MIAMI SHORES,FL 33138
REVISION
CNANGFp DECK AND MOVED
POOL. 9 TO THE WE6T
CHANGED POOL FROM FIDEAr..A8a
POOL TO CONCRETE POOL
* "3 i 10 "0.C. EA WAY
(SEE TYPICAL WALL SECTION)
SWIMOUT /E3ENCH DETAIL
OVERHEAD POWER LINE _
65' -10"
LE 4L DESCRIPTION:
LOT 5 46
MAGEE 4 HAWKINS SUBDIVISION
PLAT BOOK 51, PAGES 5
HCE# 04- 999 -044 JOB#
DRAWN BY: MSW DATE: 03/24/04
LOT 5/6 BLOCK PAGE 5
SUBDIVISION: MAGEE & HAWKINS SUBDIVISION
MIAMI -DADE
18"
N.T.S.
EXISTING WALL
PAGE 2 OF 3
BOOK 51
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III)
GENERAL NOTS
CODE REQUIREMENTS -
Code, 2001.
Mechanical Requirement
pools (Spas) that are b
piping materials shall be
Compliance - All materia
swimming pools (Spas) o
recommended and appr
recognized standards a
Engineering Design - D
"Standard For above gr
swimming pools± public
practices.
ENTRAPMENT
Safety Note: Do not us
system which has a sing(
suction inlet shall prote
or larger, or other approved means.
in addition, all pools an
such that water is drawn
Valve - Valves shall be
Waste Water Disposal -
prior approval of the administrative authority.
Tests - All pool piping
Per manufacture recomm
Sec. 4242.12.1 Pressure tests.
Water Heating Equtpmen
construction and installa
bear the label of a recc
Gas Piping - Gas prpin
Private swimming pool and spas must comply with chapter 424.s Florida Building
- All piping, equipment and materials used in the plumbing system of swimming
11t in place shall conform to the Florida Building Code, Plumbing. (42423). All
installed in strict accordance with the manufacturer's installation standards.
s, piping, values, equipment or appliances entering into the construction of
portions thereof shall be of a type complying with the code or of a type
ved by a nationally recognized testing agency or conforming to other
ceptable to the administrative authority.
sign, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1999
and / on gr ound residential pools± and NSPI -5," Standard for residential
d by the National Spa and Pool institute, or other accepted engineering
Testing and Certificatlo : All pool and spa suction inlets shall be provided with a cover that has been
tested and accepted b a recognized testing Facility and comply with ANS /ASME AI12.19.8M, "Suction
Fittings for Use in Swimming Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances."
Exception: Surface Skimmers.
or operate pool or spa if the suction inlet fitting is missing, broken, or loose.
Entrapment Avoidance: i�f the suction inlet system, such as an automatic cleaning system, Is a vacuum cleaner
suction inlet, or multiple suction inlets which can be isolated by valves, then each
t against user entrapment by either an approved antivortex cover, 12" X 12" grate
spas shall be required to have a backup system which shall provide vacuum
relief should grate covr be missing. Alternate vacuum relief devices shall include either:
I. Approved Vacuum Relrase System
2. Approved Vent Piping
3. Other Approved Dev ces or Means
Suction Inlet Per Pump: f minimum of two suction inlets shall be provided for each pump in the suction inlet
system, separated by a rninimum of 3 Feet or located on two different planes± i.e., on the bottom and one
on the vertical wall, or one each on two separate vertical walls. The suction inlets shall be plumbed
through them simultaneously through a common Tine to the pump.
Cleaner Fittings: Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an
accessible position at I act 6 inches and not greater than 12 inches below the minimum operating water
level or as an attachment to the skimmer(s).
made of materials that are approved In the Florida Building code, Plumbing.
Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe
diameters, minimum 10 inches, fitted with a suitable cover.
Direct or indirect connections cannot be made to existing facilities without the
hall be inspected and approved before cover or concealment. It shall be tested
and proved tight under static water or air pressure test of not less than 35 psi For 15 minutes.
datfons, no air teat shall be approved for PVC and fittings.
- Swimming pool water heating equipment shall conform to the design,
ton requirements in accordance with accepted engineering practices and shall
gnized testing agency, and shall include a consideration of combustion air,
venting and gas supply requirements for water heaters Sec.4242.14.1. It must contain a thermostatic or
high- pressure control su itch so the pool water does not exceed 104 degrees F. Sec. 4242.14.4 water
heating equipment shall fpe installed with flanges or union connections adJacent to the heater.
shall comply with the Florida Building Code, Fuel Gas. Sec. 24.2.15
Electrical - Electrical wiring and equipment shall comply with the National Electrical Code.
Pool Enclosure - Residential Pools shall comply with section 4242.11.1 through 4242.113
Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the
water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs or underwater
benches / swim out In the deep end.
Filters - The entire design of matched components shall have sufficient capacity to provide a complete
turnover of pool water in 12 hours or less.
Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the
specific application. Sec. 4242.132 Joints and connections, FBC plumbing Sec. 60521, purple primer
required on PVC piping.
Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof.
Hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device
shall be installed. Exception 1s plastic liner pools.
Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 28 day
compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TM. 615 g rade 40.
Soil Statement - Based upon rational analysis, the soil in this area has a 1500 psi sage bearing capacity
after excavation and compaction. Should any muck, marl, or other organic soils be discovered on
excavation. They should be removed in their entirety. This pool requires 1500 psf bearing capacity.
Pool Staking - This design engineer assumes no responsibility 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. The pool contractor shall verify all dimensions in the field and establish lot lines. The
pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held
as required by the local regulatory agency. in general, hold a distance of 10 feet from overhead
electric lines to open pool water.
Existing Structures - The pool contractor shall always take all precautions to protect existing structures
from Failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility
For the safety of existing structures.
Backflll - The contractor shall backflll the pool shell with caution. The plumbing shall not be disturbed.
Backflll shall be accomplished with clean sands, Free of organic material and shall be placed in 12" thick
layers each layer shall be compacted to 90 % of the soils maximum density.
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 contractor or pool repair contractor experienced in eliminating uplift pressures.
FBC -2001 Sec. 4242.9 water supply, local ord. "2853 -95, backflow required on water service.
Diving - No diving board and no diving is allowed on any pool less than 8'0" deep and specifically
designed For diving. This pool is not designed For diving unless specifically stated on the site plan.
Horner Plans - This plan remains the property of Horner Consulting Engineers, Inc. It is not transferable from
one contractor to another with out written permission of Horner Consulting Engineers, inc.
NAME: WEBER
ADRESS: 991 NE 93RD STREET
CITY /STATE: MIAMI SHORES,FL 33138
JA'ON W. RICE, PE.
L ICENaE • 58142
H,-f Zl',
03/ 4 /
LOT 5/6 BLOCK
SUBDIVISION: MAGEE & HAWKINS SUBDIVISION
COUNTY: MIAMI -DADE
HCE# 04- 999 -044 JOB#
DRAWN BY: MSW DATE: 03/24/04 PAGE 3 OF 3
PAGE 5 BOOK 51
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