HomeMy WebLinkAboutPool Construction Design15,
Foom 1r x 1r K 2 #5 15'OF +18" RAISED WALL TILE
FINISH ALL SIDES W! 1- 36"
SHEER DESCENT
53,
-------------:
( M
BABY FENCE MIN OF 2W FROM
WATERS EDGE 6 48" HIGH • • ,
FBC 7^H EDITION 2020 R4501.17A
• 8'
I : �
N I I DP
18"x12'SWIMOLIT I
SEE PIPING SCHEMATIC h
FOR DETAILS AND SIZES
,
I
PAGE P-1
0 aml 0 0 0 9
GFI LOCATION MIN 6' 3 MAX
OF 2a To WATERS EDGE
AUTOFILL TO BE THROUGH A BACKFLOW
PROTECTION DEVICE F.B.C. AS PER 7TM
EDITION (2020) FBC R4501 A
POOL EQUIQMENT SHALL BE SCREENED
IF REWIRED BY LOCAL CODE
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
CLEANING LINE WITH VAC'LOC FITTING
SHALL BE LOCATED NO GREATER THAN 12"
BELOW WATER LEVEL APSP 7 SEC 4.6
NOTE:
POOL CONTRACTOR TO VERIFY ALL PROPERTY LINE LOCATIONS
AND POOL ELEVATION PRIOR TO CONSTRUCTION.
POOL LAYOUT AND DIMENSIONS TO BE VERIFIED W/ OWNER
PRIOR TO CONSTRUCTION
10F 5 DRAFTED BY: G.S.M. I SCALE: 1/8" =1'
22,0-t'o6Zs
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIEC��OUNTY
BOCC
--------.------------- i
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8' I
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DANIEL DUVERTON & VERONICA
2990 JOHNSTON ROAD
FT PIERCE, FL 34951
DRAIN
SPECIFICATI(
POOL SIZE: I 18' X 35' POOL DEPTH; 3'6" - 7'
DCODIIIAC=D• 106' VOLUME: (GALLONS) 19,667
TURNOVER RATE:
POOL AREA SQ. FT. 594
POOL PUMP: I DANDY FLO PRO 1.65 HP VSP I SPA SIZE:
POOL FILTER: 340 SF CARTRIDGE SPA POOL S.FJL.F. /GAl
POOL INLETS: 1 4 1 SPA JETS:
SKIMMER:
1 1
SPA LIGHT:
POOL LIGHT:
3 — LED NICHELESS
RAISED SPA:
POOL HEATER TYPE:
N/A
SPA COPING:
POOL HEATER SIZE: N/A
SPA EXTERIOR:
CLEANING LINE: VAC
SPA SPILLWAY SIZE:
CLEANING SYSTEM: N/A
AUTOMATED SYSTEM:
CHLORINATOR: IN LINE
BLOWER:
BOOSTER PUMP:
A
N/A
N/A
N/A
NIA
NIA
NIA
NIA
NIA
NIA
POOL FINISH ITEMS
COPING:
TRAVERTINE
INTERIOR FINISH:
FL GEM
TILE:
6" X 6"
DECK S.F.:
936
SWIMOUT:
18" X 12'
DECK TYPE:
TRAVERTINE
CAP TILE
28'
CAPPING S.F.:
N/A
HANDHOLDS:
I N/A
FOOTERS:
1111,
HANDRAIL:
I N/A
DOD:
53'
UMBRELLA SLEEVE:
I NIA
PILING POOL:
N/A
SPECIAL NOTES
6' RAISED BEAM:
I NIA
ACTUATORS:
NIA
12" RAISED BEAM:
N/A
ALARMS:
NIA
18" RAISED BEAM:
15'
ELECTRIC:
YES
24' RAISED BEAM:
N/A
36" RAISED BEAM:
NIA
OVERFLOW LINE:
POOL ENCLOSURE:
I YES
360 DEGREE BABY FENCE
RAISED BEAM FINISH TILE
BEAM FINISH SIDES
TILE
GATES:
NIA
BEAM FINISH REAR
TILE
BABY FENCE:
122 LF
WATER FEATURES
DECK JETS:
NIA
SHEER DESCENT:
1-36-
BUBBLERS:
N/A
LYONS HEADS:
NIA
AUTO FILL:
YES
WATERFAW ROCK NIA
THERAPY JETS:
N/A
OTHER:
I NIA
FILE COPY�•
A'
NAYNE MARKHAM BENNETT PE #57216
11ARKHAM SERVICES, INC. (CA 33018)
a
• • `
1820 NE JENSEN BEACH BLVD #685
IENSEN BEACH, FL 34957-7212
2/11 /2022
dj
£%,'
(954) 81"251 wayne@wmbpa.=n
*r • . S) a 1
a!�
ff,•� ..pp�
IF THERE IS A DIGITAL SIGNATURE ON THE FRONTIFIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
GNATURE ON THIS SHEET
I�sl!a
FISIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMBJT ARE NOT CONSIDERED
#3@8'OCEW _
THROUGH RAISED
BEAM
e'
SHEER DESCENT
WATER LEVEL
6-MIN8' MIN. GUNITEISHOTCRETE WALL8 6
GIORWITH#3BARS@9'
O.C.E.W.CENTERED
SEE TYPICAL WALL
SECTION FOR DETAILS
RAISED WALL SECTION
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN n" DEEP
AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
1. 35' 1.
r r r r r 5
1:7 NU DaMUM SLOPE WATER LINE ;o
m G'i
m
MAIN DRAIN
LONGITUDINAL POOL SECTION
N.T.S.
2 OF 5 I DRAFTED BY: G.S.M.
lull 6" X 6" BEAM
2 #3 CONTINUOUS
to
LE •
(TYP
•
SWIMOUT DETAIL
N.T.S.
DANIEL DUVERTON & VERONICA
2990 JOHNSTON ROAD
FT PIERCE, FL 34951
BULLNOSEI STRAIGHT EDGE
PAVER/TRAVERTINE TYP OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
WATER LIN
TILE
INTERLOCKING TRAVERTINE /PAVER SET IN
SAND ON COMPACTED FILL
SLOB 12" X 12" CONC.
FTG. W/ 2 # 5 CONT.
APPROVED
FIN H .�
io
TYPICAL WALL SECTION
N.T.S.
•.�6" X 6" BEAM
W/2• #3 CONT.
6" MIN. GUNITEISHOTCRETE WALLS
& FLOOR WITH #3 BARS @ 9"
"O.C.E.W. CENTERED FOR DEPTHS
TO 5' AFTER 5' #3 @ 6" OCEW
STEELTEX FORM,
KRAFTBOARD OR
EQUIV.
W TER LEVEL
12" 12" 18" COPING
8 X 8 BEAM
2 #3 CONTINUOUS
12'MAX WATER LEVEL TILE
12'MAX i 91
-07
12" MAX !i
1rMAX r
NO MIN T
EARTH
2-
POOL STEP DETAIL `NTH
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
FILE COP
WAYNE MARKHAM BENNETT P.E. #57216
MWMAM SERVICES, INC. (CA 33018)
1820 HE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212 2/7/2022
(954) 818-38251 wayne@wmbpe.00m
IF THERE IS A DIGITAL SIGNATURE ON THE FRONT/FIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
IF SIGNED DIGITALLYABOVE, PRINTED COPES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
C MIN. FROM WATER I
LEVEL TO TOP OF LEN
I
LOW VOTLAGE N
LIGHT
POOL
LIGHT NICHE DETAIL
N.T.S.
POOL LIGHT U.L.
APPROVED
1 %"" PVC CONDUIT
FROM 12V TRANSFORMER
ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE AND PANEL HAS
ENOUGH CAPACITY TO ACCOMMODATE THE ADDED POOL EQUIPMENT LOAD PER NEC 220.82"
NOTE.
BASED ON INFORMATION PROVIDED TO THIS OFFICA THE EXISTING SERVICE
EXISTING PANEL 2P IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD
REAKER
NG POOL '/.' PVC CONDUIT W/ 2 #6 HOT,
1 #10 GRND.1 #10 NEUTRAL
o POOL PUMP (1) - 2 P-20A GFCI
EXISTING PANEL LIGHT -CHLORINATOR (1)-lP-15A
METER064
L�,J cFcls• ro za TRANSFORMER 120-12V 300 Wl TRANSF
FROMWATER
F.P
ffi�
.L
(L1ID
PUMP 3 #12,1 #12 GRND. GFCI PROTECTED W PVC
2#12, SALT CHLORINATOR 2 #12,1 #12 GRND. ',V PVC
1#12
GRND.
48' MIN.
POOL
DECK
LEVEL
1) JUNCTION BOX
1. W POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
30
1' NON -CORROSIVE #B BARE COPPER WIRE
CONDUIT 2. ALL ELECTRICLA TO COMPLY WITH 2O17 NATIONAL ELECTRICAL
m
CODE ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #12 THHN CU W MIN. CONDUIT FOR POOL LIGHT(S),
(3)12V 24W LE
D. NICHELESS LIGHTS (POOL) 4. ALL POOL PUMPS To BE GFCI PROTECTED PER NEC 680.22(B).
5. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL -BY OTHERS
6. PROVIDE G.F.C.L OUTLET V MIN - 20' MAX FROM WATERS EDGE.
ELECTRICAL RISER DIAGRAM
N.T.S.
DRAFTED BY: G.S.M. I AGE 3 OF 5
#8 BARE COPPER WIRE FOR 360°
WITH 4 JUMPERS TO BE Is- TO 24'
WATEIkLINE FROM WATERS EDGE
EQUIPO ENTIAL
PER FLORIDA BUILDING CODE
ADAPTION OF N.E.C. 2017 SEC 680.26
POOL BOND SCHEMATIC
N.T.S.
DANIEL DUVERTON & VERONICA
2990 JOHNSTON ROAD
FT PIERCE, FL 34951
NOTE PROVIDE CONTINOUS I ELECTRICAL CODE and NOTES:
SINGLE 0 COOPER BONDED
IN FOUR POINTS (366 )AROUND National Electrical Code (NEC), NFPA 70 .2017 shall specifically govem, including Article 680
POOL 6 SPAAS PER N.E.C.
2017 ART. 68026 (B)a(c) Swimming Pools, Fountains, and Similar Installations
Article 430.32 Continuous -Duty Motors. Each motor used in continues duty application shall
be protected against overload
Article 680.6 Grounding. Electrical equipment shall be grounded in accordance with Parts V, VI
and VII of Article 250 and connected by wiring methods of Chapter 3, except as modified by this
Article. The following equipment shall be grounded: (1) Through -wall lighting assemblies and
underwater luminaires, other than those low -voltage lighting products listed for the application
without a grounding conductor (2) All electrical equipment located within 1.5 m (5 ft) of the inside
wall of the specified body of water (3) All electrical equipment associated with the recirculating
system of the specified body of water (4) Junction boxes (5) Transformer and power supply
enclosures (6) Ground -fault circuit interrupters (7) Panelboards that are not part of the service
equipment and that supply any electrical equipment associated with the body of water
Article 680.9 Overhead Conductor Clearances. Overhead conductors shall meet the
NOTE BOND WIRE TO BE SECURED clearance requirements in this section. Where a minimum clearance from the water level is given,
TO BEEEL ENCASED
IN DECK
S CLAMP, the measurement shall be taken from the maximum water level of the specified body of water. A
TO BE ENCASED IN DECK SLAB OR CONCRETE I� Y ( )
BOX PROVIDING MIN. Power. With respect to service -drop conductors, overhead service conductors, and open
r OF COVER AROUND CLAMP overhead wiring, swimming pool and similar installations shall comply with the minimum
clearances given in Table 680.9(A) and illustrated in Figure 680.9(A). (B) Communications
Systems. Communications, radio, and television coaxial cables within the scope of Articles 800
to 820 shall be permitted at a height of not less than 3.0 m (10 ft) above swimming and wading
pools, diving structures, and observation stands, towers, or plafforms. (C) Network -Powered
Broadband Communications Systems. The minimum clearances for overhead network -powered
broadband communications systems conductors from pools or fountains shall comply with the
provisions in Table 680.9(A) for conductors operating at 0 to 750 volts to ground.
Article 680.10 Electric Pool Water Heaters. All electric pool water heaters shall have the
heating elements subdivided into loads not exceeding 48 amperes and protected at not over
60 amperes. The ampacity of the branch -circuit conductors and the rating or setting of
overcurrent protective devices shall not be less than 125 percent of the total nameplate -rated
load.
Article 680.11 Underground Wiring Location. Underground wiring shall be permitted where
installed in rigid metal conduit, intermediate metal conduit, rigid polyvinyl chloride conduit,
reinforced thermosetting resin conduit, or Type MC cable, suitable for the conditions subject to
that location. Underground wiring shag not be permitted under the pool unless this wiring is
necessary to supply pool equipment permitted by this article. Minimum cover depths shall be as
given in Table 300.5.
Article 680.22 Lighting, Receptacles, and Equipment. (A) Receptacles. (1) Required
Receptacle, Location. Where a permanently installed pool is installed, no fewer than one 125-
volt,15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less
than 1.83 In (6 ft) from, and not more than 6.0 m (20 ft) from, the inside wall of the pool. This
receptacle shall be located not more than 2.0 m (6 ft 6 in.) above the floor, platform, or grade
level serving the pool. (2) Circulation and Sanitation System, Location. Receptacles that provide
power for water -pump motors or for other loads directly related to the circulation and sanitation
system shall be located at least 1.83 m (6 ft) from the inside walls of the pool. These receptacles
shall have GFCI protection and be of the grounding type. (3) Other Receptacles, Location. Other
receptacles shall be not less than 1.83 m (6 ft) from the inside walls of a pool. (4) GFCI
Protection. All 15- and 20-ampere, single-phase,125-volt receptacles located within 6.0 m (20 ft)
of the inside walls of a pool shall be protected by a ground fault circuit interrupter.
FILE COPY
WAYNE MARKHAM BENNEIT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD M85
JENSEN BEACH, FL 34W7-7212 2/11 /2022
(954) 818-3825 / wayna@wmbpe.com
IF THERE IS A DIGITAL SIGNATURE ON THE FRONTIFIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
� IF SIGNED DIGITALLYABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
— i SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
Y POOL WASTE
RETuiL VALVVEE W/ 32
PRESSURE GAUGE 6
I 11 I
AIRRELI VALVE
331321 AQUASTAR 32" CDFL CHANNEL DRAIN
(316 GPM ® 3.9 FTISEC THRU GRATE.
PUMP W1 HAIR FINIS R SINGLE UNBLOCKABLE OR EQUAL
LINTSTRAINER LOOR
3-WAY
H DRAIN SUCTON LINE TIED
OGETHER AS SHOWN ABOVE-
2 WAY PIPE SIZE PER PLAN
r.
11 3-WAY 3-WAY IIII
o =
C 70 I I 1/2° ROCK BED CLOTH (RECOMMENDED)
a
m N NOTE: 252 SQ IN OPEN AREA,
9
HYDROSTATIC n 318 GPM = 3J! FEET PER SECOND
a= w CHANNEL MAIN DRAIN DETAIL
m
25 ALL POOL 6 SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED d ACCEPTED BY
rP A RECOGNIZED TESTING FACILITY 6 COMPLY WITH ANSUASME A '112.19AM. ' SUCTION FIRINGS FOR USE IN
3 o� i z m m WATER BONDING FITTING
o SWMING POOLS, SPAS, HOT TUBS 6 WHIRLPOOL BATHTUB APPLIANCES
IN LINE CHLORINATOR 9 z z PB 20081" UL LISTED IOYZ
NI
D z : PERMACASTCOMPANY
Pa z
N W OD Q O
Vac TOP OF AUTOMATIC FILLER
BUCKET SHOUD BE FLUSH TO I" AUTOMATIC FlLLTER BUCKET
PIPING SCHEMATIC ABOVE BOND BEAM MAXIMUM OWNWITHOUTCOVERRING
BOND BEAM Y.° OVERFLOW PIPE
N.T.S. PROPOSED
AVERAGE POOL
WATER TDH CALLS. (MIDDLE OF HE y *
POOLTILE)
PIPING & FITTINGS: 10 TDH 11P' FRESHWATER SUPPLY SUCTION CLEANER LINE
FILTER:10 TDH ;
CHLOR: 5 TDH vacUUM Flrnxc DETAIL
TOTAL: 25 TDH WITH SELF CLOSING .4 ` III
SAFETYOYER
l��� VACUUM FITTING
t 1 1 %," EQUALIZER PIPE GASKET AND SCREEN WITH SELF•CLOSING i�'• ;=:
APSP/ANSI-1S
FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME 8,556 /360= 36GPM
CALCULATED FLOW RATE. NOTE POOLS UNDER 13,000 GALLONS, THE CALCULATED FLOW RATE OR 36
GPM WHICHEVER IS GREATER =THE FILTRATION FLOW RATE
IS THERE AND AUXILIARY LOAD ON THE FILTRATION PUMP? NO
IF SO, WHAT ISTHE CALCULATION AUXILIARY FLOW RATE: WA GPM
MINIMUM FLOW RATE WA GPM (GREATER OF THE FILTRATION FLOW RATE OR
THE AUX FLOW RATE IF THE AUX FLOW RATE IS POWERED BY THE FILTRATION PUMP)
ALL LISTED BELOW PIPING IS FOR FILTRATION PUMP ONLY
MINIMUM SUCTION PIPING SIZE @ 6 FPS 3 MINIMUM SUCTION BRANCH PIPE @ 8 FPS 3
MINIMUM RETURN PIPING SIZE @ 8 FPS 2.5MINIMUM RETURN BRANCH PIPE @ 8 FPS 2
FILTER TYPE AND SIZE: CARTRIDGE 340 SF
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD 340 X.375=128GPM
(MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND)
HEATER MAKE AND MODEL#: WA
GAS HEATER EFFICIENCY RATING: WA (NO PILOT LIGHT)
HEAT PUMP EFFICIENCY C.O.P.: WA
PUMP SELECTION AS LISTED ON CURVE (A= <THAN 17,000 GAL OR C=> THAN 17,001 GAL)
PUMP MAKE AND MODEL#: JANDYVSFHP165JEP 1.65THP FLOPRO VARIABLE SPEED PUMP
FLOW RATE 33 GPM1,000 RPM (FLOW RATE MUST BE < OR = MAX FILTER FLOW RATE)
PUMP CONTROLS= FILTRATION PUMP HAS NO AUX LOAD- STANDARD TIME CLOCK
FILTRATION PUMP WITH AUXILIARY LOAD- CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24HR
BACKWASH VALVE: YES (IF YES, MUST BE 2" MINIMUM)
APSP/ANSI-7
THIS DATA IS FOR THE: POOL
SINGLE UNBLOCKABLE? YTWO OR MORE? N
(IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER)
DRAIN MAKE AND MODEL#: AQUASTAR 32" CHANNEL
LISTED COVER FLOW RATE: 316 GPM
SYSTEM FLOW RATE: 119 GPM
METHOD DETERMINING FLOW RATE: MAX FLOW FROM PUMP CURVE
PUMP MAKE AND MODEL#:
JANDY VSFHP165JEP 1.65 THP FLOPRO VARIABLE SPEED PUMP
SUCTION PIPING:
BRANCH PIPING SIZE 3 INCH @ 6 FPS OR LOWERTRUNK
PIPING SIZE 3 INCH @ 8 FPS OR LOWER
AUTO FILL -BUCKET DETAIL T-40
N.T.S.
(TO FILTER
WEIR
I','ISL:Tl;a4'
SKIMMER DETAIL
N.T.S.
119
PUMP FRAME FILTER TANK MOUNT
/ 13/1'X3118'TAPCON.
Hum PUMP
FIL ER
FIBERMESH MAYBE USED IN LIEU OF WWF
•� POOL PUMP, FILTER
IIII ®I@ ANCHOR. POINTS (TYP.)
FILE COPY
POOL EQUIPMENT ANCHORING B SLAB DETAIL
SEE NOTES PAGE N.T.S.
DANIEL DUVERTON & VERONICA
WAYNE MARKHAM BENNETT P.E. #57216
2990 JOHNSTON ROAD
MARKHAM SERVICES, INC. (CA 33018)
182D NE JENSEN BEACH BLVD #685
FT PIERCE, FL 3051
;� a �25 FL , 7 .— 2/7/2022
IF THERE IS A DIGITAL SIGNATURE ON THE FRONTIFIRST PAGE OF THIS FILE, THIS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
DRAFTED BY: G.S.M. AGE 4 OF 5
ESIGNER P'�
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENTARE NOTCONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL NOTES:
2020 Florida Building Code (FBC), 7t" Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC Th Edition Building, Residential, Fuel Gas and Energy
Conservation
FBC 7th Edition Energy Conservation C404.2, Service Water Heating Equipment Performance Efficiency:
Gas Pool Heaters 82%, Heat Pump 4.0 COP, shall be met for this project
FBC 70, Edition Residential Chapter 45: Swimming Pools and Building Chapter 4, Section 454 Swimming
Pools and Bathing Places (Public and Private) shall specifically govern
FBC 7th Edition 114501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSIIAPSP/ICC 3; ANSUAPSP/ICC 4; ANSUAPSPIICC 5; ANSUAPSPI
ICC 6; ANSUAPSPIICC 7
FBC 7th Edition Building Chapter 4, Section 454.1.6.5.10.4 If the area is subject to high ground water, the
pool shall be designed to withstand hydraulic uplift or shall be provided with hydrostatic relief devices. FBC 7th
Edition Section 454.2.21.4 and 1145011.211.4 Hydrostatic Relief Device. In areas of anticipated water table an
approved hydrostatic relief device shall be installed
FBC 7th Edition R4501.6.3 Water Velocity. Pool piping is designed so the water velocity will not exceed 10
feet per second for pressure piping and 8 feet per second for suction piping. Main suction outlet velocity must
comply with ANSUAPSPIICC 7. Exception: Jet inlet fittings shall not be deemed subject to this requiremet
Concrete shall conform to the latest edition of ACI 301 and ACI 318, with minimum 28-day compressive
strength of 3,500 psi. Pool concrete can be applied pneumatically and shall conform to the latest edition of ACI
506.2
Reinforcing Steel shall conform to the latest edition of ASTM A615, Grade 40 (#3, #4), Grade 60 (#5) and
have a minimum lap distance of 18' for #3, 24' for #4 and 30" for #5 to meet the requirements of the latest
edition of ACI 318. Discontinuous reinforcement bars shall terminate in standard ACI hooks. All hooks are
standard unless otherwise noted
FBC 7th Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PC[ MNL 128 Standard, if shown on the drawings
Pool Piping shall be N.S.F approved and minimum Schedule 40
NDPES: A silt fence and any other item, such as a construction entrance, with tire wash station shall be
installed and inspected, if required, prior to construction surrounding the work area meeting the requirements of
-the AHJ
=OSHA 1926: Safety and Health Regulations for Construction shall be followed especially during open
excavation and trenching
Contractor shall be responsible to secure and protect all material brought on site, shall restore all areas
impacted by the construction work to the preexisting condition or better and shall not impact drainagefiake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verged by Contractor prior to construction, as the
Engineer has not been to the location. Typical field conditions are assumed in the design. Should anything
differ from that specified herein or standard field conditions, additional engineering may be required and the
Engineer shall be contacted to provide direction. Care shall be taken by Contractor in all applications of these
drawings. The equipment and piping physical location may differ in the field due to unforeseen conditions or
other factors. These drawings shall not be scaled, written dimensions shall take precedence. Contractor shall
be responsible to locate and install items in a location that meets local codes
These drawings are the property of Wayne Markham Bennett, P.E. Use of these drawings without
permission from the Engineer is prohibited. The Engineer does not review the drawings for compliance with the
agreement between Contractor and Homeowner. The Engineer is not responsible for any encroachment into
easements or setbacks, even if approved by the AHJ. The Contractor shall verify compliance with setbacks
and easements. The Engineer reviews the plans for code compliance to the best of his knowledge.
Use of these drawings by the Contractor and Homeowner indemnifies and holds. harmless the Engineer for all
costs and damages including legal fees resulting from material fabrication, system erection and construction
practices beyond which is called for Local, State and Federal Codes and from deviations of these plans except
as expressly provided herein. The Engineer is not responsible for and has no liability for construction in
setbacks or easements, and Contractor and/or Homeowner requirements and/or agreements related to the Pool
and/or Spa. Regardless of cause, the Engineer's Liability in relation to these plans is limited to the lesser of
$500 or the fee charged by the Engineer for these plans.
WARNING: To empty pool of water after construction for any reason, the hydrostatic uplift pressures beneath
the pool must be eliminated to prevent the pool from floating upward. Owner must consult a pool contractor
experienced in eliminating uplift pressure
POOL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential 11322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 7th Edition Building 1620 HVHZ Wind Loads and 1621 HVHZ Overturning Moment and Uplift Pool Equipment shall be designed, constructed and installed to meet the requirements of ASCE 7. Equipment tie down shall be
as follows, Heaters 4 total (1 per side or 2 per opposite sides); Others 2 total: 3-1 Z minimum thick, 3000 psi concrete slab, 3° larger than on each side than the equipment; %a diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, /-1/2" embedment in 2000 psi concrete) or equal with stainless steel fender washer into factory provided hold downs or 1° wide, 14 gauge galvanized straps with 2 stainless steel, #10 x Y47 Pan Head Phillips SS screws
each strap into metal frame of equipment
FBC 7th Edition Building 1907.1 General The thickness of concrete equipment slab supported directly on the ground shall not be less than 3-1/2 inches thick and shall not require a vapor barrier.
Equipment Location and Screening: The equipment and piping physical location may differ in the field due to unforeseen conditions or other factors. Contractor shall be responsible to locate and install items in a location that
meets local zoning code and to provide code compliant landscape or fence screening
FBC 7w Edition Residential R4501.17 Residential Swimming Barrier Requirement Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an approved safety
pool cover complying with ASTM F1346
FBC Ph Edition Residential 1146011.117.1 Outdoor Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14
A Swimming Barrier around the pool area that meets the above code is required prior to final pool structural inspection and filling of the pool
FLOOD ZONE:
FBC Ph Edition Residential R322 Flood -Resistant Construction structures constructed in whole or part in flood hazard areas shall be designed and constructed in accordance with the provisions of this section, especially
R322.1.2 Structural Systems, 322.1.3 Flood -Resistant Construction and R322.2.5 Pools in Flood Hazard Areas. If structures constructed in whole or part in floodways shall be designed and constructed in accordance with
ASCE 24 and the construction of this pool will not increase the design flood elevation
SOIL BEARING and FOUNDATION NOTES:
No Piles and without Soil Report:
FBC 7t^ Edition Building 1803 Geotechnical Investigations: The Building Official shall be permitted to waive the requirement. Allowable Bearing Capacity: Based on rational analysis through knowledge of other projects in the
vicinity and a visual examination of the surface soil, finding sand and rock, the pool foundation has been designed assuming 2,000 psf soil bearing capacity per Table R401.4.1. If during excavation deleterious material (such as sift,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
FILE COPY
DANIEL DUVERTON & VERONICA
WAYNEMARKHAMBENNETTP.E.N57218
2990 JOHNSTON ROAD
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
°;�25/ FL tit 1/2022
FT PIERCE, FL U951
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