HomeMy WebLinkAboutAPPROVED, Thompson revisionFOOTERFOR
SCREEN ENCLOSURE
79 SF SUNSHELF WI (1) EA
BUBBLER 6 UMBRELLA HOLD
RESIDENCE
NOTE:
TOP OF POOL ELEVATION IS 6" LOWER THAN
F.F.E. OF HOUSE
DECODRA.IN
NOTE:
POOL CONTRAC OR TO VERIFY ALL PROPERTY LINE LOCATIONS
AND POOL EL TION PRIOR TO CONSTRUCTION.
POOL LAYOUT A 4D DIMENSIONS TO BE VERIFIED WI OWNER
PRIOR TO CONS RUCTION
'AGE 1 I f DRA&JED BY: G.S.M. SCALE: 118" = 1' N
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POOL 1 SPECIFICATIONS TURNOVER RATE: 13.51 HRS
POOL EQUIPMENT SHALL BE SCREENED EQUIP POOL SIZE: 17 X 32 POOL DEPTH: 3' - 5'6"
IF REQUIRED BY LOCAL CODE I POOL 88' VOLUME: (GALLONS) 7,578 POOL AREA SQ. FT. 390
SEE PIPING SCHEMATIC PERI METER:
FOR DETAILS AND SIZES
PAGE P•1 ! POOL & AUXILLIARY POOL EQUIPMENT
— GF LOCATION MIN 6' 3 MAX ^j
{
0 20'
TO WATERS EDGE
1 I
I
li
s1
I
k
I
r
DECK MOUNTED IN
V 61" SWIMOUT
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k
POOL ALARM PER
FBC T"r EDICTION
(2020) R4501.17.1.9(3)
I
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)
1
1
N6 BARE COPPER WIRE FOR
350 DEGREE WITH 4 JUMPERS I
jk
I
_70 BE i8" •24" FROM WATERS EDGE
1
f
I
T WlBENCH
4 8"
I
11'3"
22'10" I
5'6"
r
OVERFLOW ;
9'6"
1
)
I
- •
CLEANING LINE WITH
3'
I I
VAC'LOC FITTING SHALL {
rf
I
BE LOCATED NO GREATER
THAN 12" BELOW WATER i
LEVEL APSP 7 SEC 4.6
2011"
LED
BUBBLER =
I
'
LED
I
I [
BUBBLER
UMBRELLA
HOLDER
Pro Port dre_Y_ s
YOV CAN O""AM II WE CAN HUILO 11
ustom
THOMPSON, DAN
7907 S INDI N RIVER DR
FORT PIERCE, FL 34982
GNER 1 11 GEORGE
POOL PUMP: I JANDY FLO PRO 1.65 HP VSP SPA SIZE: 1 Ivan
POOL FILTER: 200 SF CARTRIDGE SPA POOL S.F./ L.F. IGAL A
POOL INLETS:
3
SPA JETS: NIA
SPA LIGHT: NIA
SKIMMER:
1
RAISED SPA:
NIA
POOL LIGHT:
POOL HEATER TYPE:
2 -LED NICHELESS
HEAT PUMP GULFSTREAM
SPA COPING:
NIA
POOL HEATER SIZE:
F136K HI-150
SPA EXTERIOR:
N/A
CLEANING LINE:
VAC
SPA SPILLWAY SIZE:
AUTOMATED SYSTEM:
NIA
NIA
CLEANING SYSTEM:
NIA
BLOWER:
NIA
CHLORINATOR:
SALT CHLORINATOR
NIA
BOOSTER PUMP:
POOL FINISH ITEMS
COPING:
TRAVERTINE 12 X 24
INTERIOR FINISH:
FLORIDA STUCCO
TILE:
GLASS 1 X 2
DECK S.F.:
F1,903
SWIMOUT:
18" X 8'6"
DECK TYPE: TRAVERTINE FRENCH
CAP TILE
NIA
CAPPING S.F.: NIA
HANDHOLDS:
NIA
FOOTERS: 141'
HANDRAIL:
I NIA
DOD: 50'
UMBRELLA SLEEVE:
1 - IN SUN SHELF
PILING POOL: NIA
SPECIAL NOTES
6" RAISED BEAM:
NIA
ACTUATORS: NIA
12" RAISED BEAM:
NIA
ALARMS: DECK MOUNTED
18" RAISED BEAM:
NIA
ELECTRIC: YES
24" RAISED BEAM:
NIA
OVERFLOW LINE: YES
36" RAISED BEAM:
NIA
POOLENCLOSUREJ SCREEN BY OTHERS
RAISED BEAM FINISH NIA
GATES: NIA
BEAM FINISH SIDES
NIA
BABY FENCE: NIA
BEAM FINISH REAR
NIA
WATER FEATURES
DECK JETS:
NIA I
SHEER DESCENT: NIA
BUBBLERS:
2 -LED IN SUN SHELF
LYONS HEADS: NIA
AUTO FILL:
NIA
WATERFALUROCKI NIA
THERAPYJETS:
NIA
OTHER:
I NIA
I
WAYHE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
182D NE JENSEN BEACH BLVD 0685
I JENSEN BEACH, FL 34957-7212 101261
- (954) 818-38251 vm rm@wmb•Pe-wm
F THERE IS A DIGITAL SIGNATURE ON THE FRTIFIRST PAGE OF THIS FILE,
REVISION IS PART FADIGTALLYSI NEDFILEANDDOESG
NOT ITALEET
I SIGNATURE ON THIS SHEET
10/221 IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED ANO SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIEI
r
F-r
4 #3 BARS TIED TOGETHER W/ I r OVERLAP IN FLOOR TO
BE SHOT WITH GUNITE
TABLE: I BAR STOOLS C)ETAIL
N.T.S.
ry I 6"XB"
I BEAM
I I W12-#3CONT.
=I
II
E-t
6" MINIMUM GUNITEISHOTCRETE
WALLS AND FLOOR WITH #3
BARS @ 9" O.C.E.W. CENTERED
STEELTEX FORM,
KRAFFBOARD OR EQUIV.
IMPORTANT NOTE:
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 87 DEEP
AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
- — 32'
I 21' 11'
�VATER LINE
w r
1:7 MAXIMUM SLOPE �+
MAIN DRAIN
LONGITUDINAL POOL SECTION
18"
BULLNOSE OR
CONCRETE CANTILEVER
CAP POURED IN PLACE.
WATERLINE 7'
3/
INSTALL BONDBREAKE
FEATURE STRIP BETWEEN TILE
CAP & TOP OF BEAM
INTERLOCKING TRAVERTINE [PAVER SET IN
SAND ON COMPACTED FILL
SLOPE %" _ 12" X 12" CONC.
FTG. W[ 2 # 5 CONT.
:I "I 6" X 6" BEAM
W12" #3 CONT.
N.T.S. i0i
UNITE[SHOTCRETE
LOOR WITH #3 BARS
.C.E.W.CENTERED
TRAVERTINE OR INTERLOCKING BRICK zoPATIO SET IN SAND ON COMPACTED FILL ELTEX FORM,
KRAFTBOARD OR
SLOPE
'/i' TYPICAL WALL 5ECT1ON EQUIV.
12" X 12" CONC. N.T.S.
FTG. WI 2 # 5 CONT.
PAVER DECK I FOOTER DETAIL
ILIA.
•� 6" X 6" BEAM
• I 2 #3 CONTINUOUS
TILE
17�1—
(TyP) .I
BENCH DETAIL
N.T.S.
x
Pro Peal MmlddWs
roil [A,Y CA[AN IT we CAN &VI40 IT
DRAFTED BY: G.S.M.
1 a"
6" X 6" BEAM
e#32
ONTINUOUS
■
TILE
(TYP.)
,
■
SWIMOUT
DETAIL
N.T. .
THOMPSON,DAN
7907 S INDIAN RIVER DR
FORT PIERCE, FL 34982
EEORGE GALISZEWSKIGALISZEWSKI
.n. .n. WATCD1 mIM 6 X 6 BEAM
EARTH
N.T.S. _......
STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
WAYNE MARKHAM BENNETT P.E. #57210
MARKHAM SERVICES, INC. (CA33018)
1820 NE JENSENBEACH BLVD#695
JENSEN BEACH, FL 34957-7212 10/20/2
(954) 818-38251 mpe@wmbim.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 DIG ITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
I
4" MIN. FROM WATER
LEVEL TO TOP OF LENS
I
I
LOW VOTLAGE NICHELESSL
LIGHT
I
l
POOLSTEEL E
LIGHT NICHE DETAIL
N.T.S.
POOL LIGHT U.L.
APPROVED
I %"" PVC CONDUIT
FROM 12VTRANSFORMER
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 OFRCE; THE EXISTING SERVICE
EXISTING PANEL IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENTLOAD
2P BOA BREAKER - PVC CONDUIT W12 #4 HOT,
FEEDING POOL —1 #8 GRND.1 #8 NEUTRAL
EXISTING 0
METER
F.P.L.
48' MIN.
POOL
DECK _ l
LEVEL
to
z
m9
GFCI V TO 29
2 #12,
1 #12
GRND.
n JUNCTION BOX
1" NON -CORROSIVE
�-CONDUIT
L(2) 24 W LE.D. NICHELESS LIGHTS (POOL)
(2) 24W LE.D. BUBBLER
PUMP (1) — 2 P-20A GFCI
LIGHT -CHLORINATOR (1)-1P-15A
HEATER (1) — 2P — 50A GFCI
120-12V 300 W/ TRANSF
POOL PUMP 3 #12,1 #12 GRND. GFCI PROTECTED W PVC
SALT CHLORINATOR 2 #12,1 #12 GRND. %' PVC
HEAT PUMP 2 #6,1 #10 GRND. %' PVC
1. IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR ECT WITH
#8 BARE COPPER WIRE
2. ALL ELECTRICLA TO COMPLY WITH 2O17 NATIONAL ELECTRICAL
CODE. ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION
3. #12 THHN CU W MIN. CONDUIT FOR POOL LIGHT(S).
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.I OUTLET 6' MIN - 20' MAX FROM WATERS EDGE.
Pro AMWO
fsl
TO POOL OUIPMENT
ELECTRICAL CODE and NOTES:
r8 BARE COPPER WIRE FOR 360'
WITH 4 JUMPERS TO BE 18" TO 24" NOTE: PROVIDE
SINGLE#8COOPERBONDED
National Electrical Code (NEC), NFPA 70 - 2017 shall specifically govern, including Article 680
WATERLINE FROM WATERS EDGE OINTSCONTIMOUS
IN OL&FOURFOUR PAAS11"StNE.C.OINTS
- = POOL
T. 8026 RN�C
SwimmingPools, Fountains, and Similar Installations
01 2017
Article 430.32 Continuous -Duty Motors. Each motor used in continues duty application shall
be protected against overload
EQUIPOTENL
Article 680.6 Grounding. Electrical equipment shall be grounded in accordance with Parts V, VI
BONDING GRIRRETAIL N.TS.
and V I I of Article 250 and connected by wiring methods of Chapter 3, except as modified by this
PER FLORIDA BUILDING CODE
Article, The following equipment shall be grounded: (1) Through -wall lighting assemblies and
ADAPTION OF N.E.C. 2017 SEC 660.26
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 In (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
Des
THOMPSON, DAN
7907 S INDIAN RIVER DR
FORT PIERCE, FL 34982
Article 680.9 Overhead Conductor Clearances. Overhead conductors shall meet the
clearance requirements in this section, Where a minimum clearance from the water level is given,
the measurement shall be taken from the maximum water level of the specified body of water. (A)
NOTE: BOND WIRETO BE SECURED
TO STEEL WITH APPROVED CLAMP.
Power. With respect to service -drop conductors, Overhead service Conductors, and open
TO BE ENCASED IN DECK SLAB OR CONCRETE BOX
overhead wiring, swimming pool and similar installations shall comply with the minimum
PROVIDING MIN.
3' OF COVER AROUND CLAMP
clearances given in Table 680.9(A) and illustrated in Figure 680.9(A). (BCommunications
Systems. Communications, radio, and television coaxial cables within the scope of Articles 800
POOL BOND SCHEMATIC
to 820 shall be permitted at a height of not less than 3.0 m (10 fit) above swimming and wading
N.T.S.
pools, diving structures, and observation stands, towers, Or platforms. (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.
ELECTRICAL RISER DIAGRAM
k.T.S ES GNER GEORGE GALtSZEWSK1
DRAFTED BY: G.S.M. j
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 shall 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 fewerthan one 125-
volt, 15- or 20-ampere receptacle on a general-purpose branch circuit shall be located not less
than 1.83 m (6 ft) from, and not mare 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 It 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.
For:
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH. FL 34957-7212 10/20/2
(954) 6183625/ weyne@wmape.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 DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
E-1 SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
GULFSTREAM H1150•R-A
136,000 BTU, 6.0 COP
HEATER, 230V/60HZ, SINGLE
PRESSURE GAUGE d 2" POOL WASTE RETAIN ON SITE
PHASE, TITANIUM, DIGITAL,
AIR RELI VALVE
POOL AND SPA HEAT PUMP
JMDYVSFHP165JEP 1.85 THP FLO PRO
VARIABLE SPEED PUMP 119 GPM @ 35 TDH SELF -
PRIMING WI APPROVED HAIR AND LINT STRAINER
^ PUMPWIHAIR&
�pL
LINT STRAINER
3 WAY
ry
JANDY CB200 200-SQUARE-
FOOT SINGLE ELEMENT
3-WAY
3-WAY
CARTRIDGE FILTER 3•WAY
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WATER BONDING FITTING
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PB•20081" UL LISTED 40YZ
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PERMA CAST COMPANY
SALT CHLORINATOR
Vac
PIPING SCHEMATIC
N.T.S.
TDH CALLS:
10 TDH
PIPING & FITTINGS:
FILTER: W ID
CHLQ9INAT0R-STDH
HEATER: 10 TDH
TOTAL 35 TDH
APSP/ANSI-15
FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME 7,578 /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 IS THE CALCULATION AUXILIARY FLOW RATE: WA GPM
MINIMUM FLOW RATE N/A 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 2.5
FILTER TYPE AND SIZE: CARTRIDGE 200 SF
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD 200 X.375 = 75 GPM
(MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND)
HEATER MAKE AND MODEL#: 136,000 GULFSTREAM H1150
GAS HEATER EFFICIENCY RATING: N/A (NO PILOT LIGHT)
HEAT PUMP EFFICIENCY C.O.P.: 6.0
PUMP SELECTION AS LISTED ON CURVEA (A= <THAN 17,000 GAL OR C= > THAN 17,001 GAL)
PUMP MAKE AND MODEL#: JANDY VSFHP165JEP 1.65 THP FLOPRO VARIABLE SPEED PUMP
FLOW RATE 24GPM 600 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)
Ll
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#:
JANDYVSFHP165JEP 1.65 THP FLOPRO VARIABLE SPEED PUMP
SUCTION PIPING:
BRANCH PIPING SIZE 3 INCH @ 6 FPS OR LOWER TRUNK
PIPING SIZE 3 INCH @ 8 FPS OR LOWER
Pro Pool >> gUil e.P -
YOU CAN ORNAN IT WE CAN OV14P IT
DRAFTED BY: G.S.M.
THOMPSON,DAN
7907 S INDIAN RIVER DR
FORT PIERCE, FL 34982
I GEORGE GALISZEWSKI I
DECK
(TO FILTER
I 32" I
33132 AQUASTAR 32" CDFL CHANNEL DRAIN (316 GPM
3.2 FTISEC THRU GRATE. SINGLE
UNBLOCKABLE OR EQUAL
FP198 PLASTER — FLOOR
.;GAIN DRAIN SUCTON LINE TIED
TOGETHER AS SHOWN ABOVE -PIPE
SIZE PER PLAN
Illl
I I 1l2" ROCK BED CLOTH (RECOMMENDED)
im STATIC RELIEF NOTE: 25.9 SQ IN OPEN AREA, 316 GPM • 3.9 FEET
VALVE PER SECOND
CHANNEL MAIN DRAIN DETAIL
ALL POOL & SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED & ACCEPTED BY
A RECOGNIZED TESTING FACILITY & COMPLY WITH ANSVASME A 112.19.881. " SUCTION FITTINGS FOR USE IN
SWIMMING POOLS, SPAS, HOT TUBS & WHIRLPOOL BATHTUB APPLIANCES
17
WEIR
SUCTION CLEANER LINE
DETAIL
4�: ✓ .?:
WATER LEVEL
•+~ ��vfi.r• �
VACUUM FITTING
i :Y : • =
WITH SELF -CLOSING
SAFETY COVER
SKIMMER DETAIL
N.T.S.
PUMP FRAME FILTER TANK MOUNT
1314" X 3118" TAP CON.
PUMP
- FI�ER u
FIBERMESH MAY BE USED IN LIEU OF WWF
POOL PUMP, FILTER
N ANCHOR POINTS I(TYP.)
IIII ®IIII
POOL EQUIPMENT ANCHORING A SLAB DETAIL
N.T.S.
SEE NOTES PAGE
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
1820 NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL 34957-7212 10/2012
(954) 818-M25 / wmyneawff6".cm
IF THERE IS ADIGITAL SIGNATURE ON THE FRONTIFIRST PAGE OF THIS FILE, THIS SHEET
IS PART OFA DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
P-1 SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
KHA 41
o52 •.��
� F �
jr X
•� F .�ju
.fret+' R .• ���;.
Al- �1,,•
RESIDENTIAL POOL NOTES:
GOVERNING CODES and GENERAL MOTES:
2020 Florida Building Code (FBC), 7th Edition and all other codes, rules, regulations, and restrictions having
jurisdiction on the project shall govern including FBC 7th 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 7th 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 R4501.6.1 Conformance Standard: Design, construction and workmanship shall be in
conformity with the requirements of ANSIIAPSPIICC 3; ANSUAPSPIICC 4; ANSUAPSP/ICC 5; ANSUAPSPI
ICC 6; ANSI/APSPACC 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 R4501.21.4 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 ANSIIAPSPIICC 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 71h Edition Building 1903.3 Glass Fiber Reinforced Concrete GFRC and the materials used in such
concrete shall be in accordance with the PCI 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 drainage/lake, right
of way or any other easements without consent
Existing conditions, dimensions and quantities shall be field verified 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 specked 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
PP OL EQUIPMENT and ANCHORING:
Pool Equipment Elevation shall be at a minimum of the Design Flood Elevation (FBC 7th Edition Residential R322.1.4) plus 1 foot or according to the Authority Having Jurisdiction
FBC 71h 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: 3-1/2" minimum thick, 3000 psi concrete slab, 3' larger than on each side than the equipment;'/4' diameter Tapcon® Concrete Screws (1600# tension,
1290# shear, 1-1/2" 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 Y4" 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
SWIMMING BARRIER REQUIREMENT5:
FBC 7th 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 7th Edition Residential R4501.17.1 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 71h 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 NQTES:
No Piles and without Soil Report:
FBC 7th 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 114011.4,11. If during excavation deleterious material (such as silt,
peat, muck, clay, etc.) is found that cannot provide 2,000 psf, the Engineer shall be contacted to provide direction
YOU CAN DREAM IT WE CAN RUILO IT
DRAFTED BY: G.S.M.
AC
THOMPSON,DAN
7907 S INDIAN RIVER DR
FORT PIERCE, FL 34982
GEORGE GALISZEWSKI
WAYNE MARKHAM BENNETT P.E. #57216
MARKHAM SERVICES, INC. (CA 33018)
182D NE JENSEN BEACH BLVD #685
JENSEN BEACH, FL U957-7212 10/20re
(954) 818-3825 r reyne@wmb-pre.00m
IF THERE IS A DIGITAL SIGNATURE ON THE FRONTIFIRST PAGE OF THIS FILE, TH IS SHEET
IS PART OF A DIGITALLY SIGNED FILE AND DOES NOT REQUIRE A SEPARATE DIGITAL
SIGNATURE ON THIS SHEET
4TES IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIF IED ON ANY ELECTRONIC COPIES
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