HomeMy WebLinkAboutBROCKWAY DIG STAMPED PLANACCESS LEF-SIDE
. 91
V
DECK SQFT: 1075 FLOCRETE
16'
s
REbzD�ENCE
l
X = DECO TILE
H = HANDHOLDS CHARIO
o„ 1 +6" 1 + 12" 0_3 CEO' 611
H X X X HDEPTH
18"
DEPTH
' 6" 3' 6"
12"
12"
SUNDECK
24"LED R 24" E' SHEER
30' 6"
2T
1` 3u
V 3
5'
STEP TILE
MAIN DRAIN
NICHELESS POOL LED
STEP TILE
��-
10,
10,
I r• n
......................... -.................................................................. ........................................................................................
Ll
REMOVE AND STACK .EXISTING PAVERS
3855QFT
N
OP
WINDOW & DOOR ALARMS BY
HOMEOWNER
Cq
PVC FOR FIRE PIT GAS LINE
LOCATION BY HOMEOWNER
UMBRELLA SLEEVE
COL ORVISION LED
BUBBLER
DEC-O-DRAIN
27'
MAIN DRAIN LINE
SHEER DESCENT LINE #2
SHEER DESCENT LINE #1
BUBBLER LINE
RETURN! LINE
SKIMMER LINE
VACUUM LINE
MAX WIDTH: 10' MAX LENGTH: 30' 6"
DEPTH: 3' 6" TO 516" PERIMETER: 81`
SHAPE: RECTANGLE SQUARE FEET: 305
DIRT FROM EXCAVATION: HAUL
LEAVE: NO LEAVE & SPREAD: NO
LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
JOB ENTRANCE: LEFT SIDE OF HOUSE
6 X 6 TILE: ITALIAN SERIES IS-635 INT FINISH: PETITE TAHOE
STEP TILE: VG-848 1 X 2 ON STEPS
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VSF
MOTOR H.P. 3 HP TIME CLOCK: 1
CHLORINATOR: ICHLOR IC-30
LIGHTS 2 GLOBRITES IN THE POOL TRANSFORMERS 2
POOL CLEANER: DORADO VAC LINE 1
MAIN DRAIN: 32" CHANNEL SKIMMERS. 1
RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT
HANDRAIL: NONE
FILL LINE: NONE OVERFLOW LINE: NONE
SPA SPECS: NONE
SPA PUMP NONE SLIDE: NONE
HEATER: ULTRATEMP 120c TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: 1 TEST KIT: 1
OVERFLOW LINE: NONE FILL LINE: NONE
TREE REMOVAL: NONE STUMP REMOVAL: NONE
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: 1075 SQFT FLO-CRETE COLOR:
EXISTING PATIO: REMOVE & STACK PAVERS TERMITE: STD
DEC-O-DRAIN: WHITE FOOTERS: STD
PLANTERS: NONE OVERPOUR: YES
SCREEN ENCLOSURE: THE PORCH FACTORY BRONZE
SAFETY FENCE COLOR: BLACK ON BLACK
CUT & CAP SPRINKLERS: BY HOA
APPROX GALLONS: 10,275
PUMP G.P.M. SEE ATTACHED
SOLAR BY: NONE
YES NO
O
SHEET TILE X
OVERPOUR X
p MOSAICS —X
POOLS by GREG Inc.
IL
Designer: ROBERT WOOD
Address: 8886 S FEDERAL HWY
City: PORT ST LUCIE FL 34982
Phone: 772-337-9713. ext 20
Cell: 772-631-3948
Email: robertbwood@att,net
License #: CPC 1458338
INTERIOR FINISH: PETITE TAHOE
CHILD BARRIER:ALARMS BY HOMEOWNER CLIENT INFORMATION
.PLUMB WATER FEATURES FIRSTCLIENT APPROVAL
Name: 3IM AND FAITH BROCKWAY
I have reviewed and I give my approval to proceed with the construction of this project. Address: 2702 BENT PINE DR
X City: FORT PIERCE FL 34951
Cell: 772-32-5568
Customer Date Email: faith@westside.church
14' 4„
ATER.LINE TILE: IS- 635 "LADDER® L "°
STEP TILE: VG - S48 "LAU D E RDALE " Digitally signed by Marvin R
MarvinR Rodgers -
DEC® TILE, IS- 635 DECO ""LAUDERDALE"" - DN c US o Unaffiliated,
ou=A014100000001725DB6E2C
HANDHOLDS: CHARIO Rodgers Rodgers
od e20s21901 2721:45:45 05'00'
FLO—CRETE: TB
EXPANSION JOINTS: WHITE
—Pool construction complies with FBC 2020, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
—Pool Barrier to comply with Section R4501.17-7th edition FBC
—Skimmers comply with FBC 2020—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
—Water Heating equipment to comply with FBC 2020—R4501
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
JWHII,
0
N
Vacuum (In Hg) X 1.13
Feet Of Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TO GRAVEL BED
MAIN DRAIN
POOL DETAIL
(NO SCALE)
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR 0
LINE WHEN EMPTYING POOL WHERE
6"x6
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
Ya" PER FT. MIN SLOPE
R CAP TILE
APPLICABLE •. .w' ,�;.:,•
TILE ~a • �
4" SLAB
TERIOR 2500 FIBER MIX
FINISH" TyP. WALL-3,000 PSI GUNITE
— STEEL—TEX FORM
OR KRAFT WALL
TRENCH DRAIN — 9-4 (A 12" O.C.B.W.
GUNITE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG . ;L : ''.::::'. (1)#3 COVE BAR @6" O.C.
GRAVEL BE TO PUMP —
TYP. WALL SECTION & WELL POINT
(NO SCALE)
6" TYP. FLOOR
3 000 PSI
(2) #3 REBAR OR
(1) #5 REBAR
8"
FOOTER DETAIL
(NO SCALE)
' HAIR &
11NER
Y1j1` -5 isT C�tlu. '-
cv mNEt" DRN@1
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2020 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY RETURN TO POOL
3' TO 6' — 6" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
0' TO 3' — 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY THREE—WAY
WATER TO SHEER VALVE
9 ft. DESCENT
=�j
6 ft.
3 ft. :.....
J .� J :� J .�:::�::::::•::::�::::::•::':::...
:•::.::::.,::•::,:.,::•::,::::::::........ ENTER
CO 041
•• p� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SUCTION FROM POOL
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES TYPICAL SHEER DESCENT DETAIL
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO (NO SCALE)
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
WATERLINE
Z 0
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ro
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X
a
X
Q
X
N
POOL LIGHT
JUCTION BOX
YARD BY
_
Z_
POOL PATIO EQUIPMENT
j
WATER LEVEL
z
— 12 VAC FROM
UNDERWATER75
POWER SUPPLY
STEP DETAILS
LIGHT
SIZE AS DETERMINED
1. TREAD IS MIN OF 10" WIDE.
BY LICENSED ELECTRICIAN
2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM
POOL FINISH
STEP WHERE DEPTH IS 4' OR GREATER
1" PVC
4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
STEPS
NICHLESS
UNDERWATER LIGHT DETAIL
(NO SCALE)
(NO SCALE)
SUN
DECK
POOLS
bye,.
c,r> GREG, INC
DECK __� 1 ROW OF WATERLINE TILE
WATERLINE j5' MAX
—6
1 #3 STEEL @ 12" O/C E.W.
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
TCOMPLY WITH ARTICLES 5.6.1
THE SLOPE OF THE FLOOR FROM
THRU 5.6.3
THE SHALOW END WALL
O ��
5
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
—
2'-6„
J LIGHT,WALLS
SHALL
J NOT
SLOPE
6" THICK —7 GREATER
19'-6" 3'-6"
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1"
16
gpm
0.14'
21
gpm
0,23'
1,5"
37
gpm
0,08'
50
gpm
0.14'
2"
62
gpm
0,06'
82
m
0,10'
2.5"
88
gpm
0,05'
117
gpm
0.09'
3"
136
gpm
0.04'
181
gpm
0,07'
4"
234
gpm
0,03'
313
gpm
0.05'
6"
534
gpm
0.02'
712
gpm
THAN 11"
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: ___XXX ___ft_XXX_x 7.48(gal/Ft) = ___XXX __gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX____ gal / ____XXX -_ XXX___+___XXX _ -_ _ XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_l•5__inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate.
Return Piping to be_ 2.5—inch to keep velocity @ 8 fps max. at_ 117_gpm Maximum System Flow Rate.
Main Drain Cover(_____ SEE ABOVE------) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS H.P. 3
Total H.P.=H.P.x service factor. I H.p. or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 150
Filter min. area based on 6hr. turnover flow rate pool gal. 1360 min. = Flow Rate
Divide G.P.M. by Cartridge = .375 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
The hiqher speed override is not to exceed one normal cycle or 24 hrs, whichever is less
DESIGNED FOR:
POOLS BY GREG
BROCKWAY RESIDENCE
2702 BENT PINE DR
FORT PIERCE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
R Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
PENTAIR
STEP 1
POOL SPECIFICATIONS
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
Pool Volume Igallons): 10275.00 gallons Suction Lift: 2.00 ft
Turn Over Ihoursl: 600.00 hours
Filtration Flow Rate: 36.00 GPM Maximum Flow Rate 104.22 GPM
Selected Components ■'� 1Pa
TDH CALCULATOR PBG- BROCKWAY-HIGH
STEP 2 STEP 3
SELECT EQUIPMENT _ _
Components
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY(FT/SEC)
SUCTION OUTLET B
ICONSULTYOUR LN-CODEI
DISCHARGE B
,:0-. MAIN MAIN DRAIN
1
'esse`vo�
TOTAL PIPING LENGTHS (FT)
INLET 84.00
DISCHARGE 120.00
SELECTION
QUANTITY
1 INCH RETURN
4
90 DEGREE ELBOW
INLET 6
NU IMABI
AVAI LAB
DISCHARGE 14
T'x2.5"3 WAY VALVE
5
TEE THROUGH
INLET O
16
DISCHARGE 5
1 ICHLOR30 1
.�,. CLEAN AND CLEAR 1
ULTRATEMP 1
SELECTION/MODEL QUANTITY
INTELLIFLO VARIABLE SPEED, VS.SVRS, VF, OR VSF 1
Results: Your TDH Calculation
Flow Rate 104.22 GAUMIN Max Flow Rate at Max RPM: 104.22 GAL/MIN
Head Loss 71.72 FT Head Loss at Max Flow Rate at Max 71.72 FT
RPM:
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.50 Discharge Piping: 2.50
PUMPRPM
Flow Rate at Selected Pump RPM: 104.22 Pump RPM: 3450 J
Head Loss at Selected Pump RPM: 71.72
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
130
120
110
=
100
a
a
"v
90
0
U
80
m
m
70
m
0
o
60
m'
50
a
0
m
0
I
40
m
y
30
0
v
0
20
10
0
0 20 40 60 80 100 120 140
Volumetric Flow Rate (GPM)
-Clean System Curve -Pump Curve I Desired Operation Point - Clean System k Pump Operatlon Point
PThe ssociation of
Poo/& Spa Pofessionals® PBG-BROCKWAY-LOW
ry
5.3.3 pool loads are operating within 24 hours and programmed with temporary
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROTECT NAME:
AND ADDRESS
BRO KWAY
CONTRACTOR NAME
AND ADDRESS:POOL
BY GREG
OWNER:
CONTRACTOR PHONE:
DATE: 1 _1 9_21
This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply
with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 10,275 ;or 1. 10,275 gallons _
b. Calculated Gallons: (surface area) X (average depth) X 7.48 (gall/ftA3) _
2. §5.2.1: Calculated filtration flow rate 2. 36 gpm _
(Pool volume -. 360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter 3a. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.)
b. Minimum suction branch pipe diameter 3b. N/A inches
(Calculate: Item 1. _(gpm) a Branch Pipes_(quantity) = branch flow rate _(gpm).
Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated
suction branch fiow rate.)
c. Minimum return pipe diameter 3c. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than item 2.)
d. Minimum return branch pipe diameter 3d. N/A inches
(Calculate: Item 2. (gpm)+Branch Pipes_(quantity)=brooch flow tote (gpm).
Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated
return branch flow rate.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand) 4a. CART
b. Minimum filter area 4b. 96 sq. ft. -
(Calculate: item 1. (gpm) _ filter factor_ (gpm/f A2))
Riter factors: Cartridge=0.375, 5and=15, Diatomaceous Earth=2
S. §5.4.2: Backwash valve: _Yes, X No? N/A
(When using a backwash valve, enter result ofitem 3c or2 inches whichever is larger) S. inches -
Table 1 (whams B
Pipe Size: '1.5" 2" 2.6" 7" 3.6" 4" 6" 6"
Nominal GPM 0 6 fps 31 13 GO 138 165 238 374 540
Nominal GPM a 8'Pe 51 84 719 18d 241 317 499 720
6. Single -speed pump selection (when used):
§5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump
Database.
a. Pump model 6a. N/A _
b. Total horsepower 6b. N/A
7. Multi -speed pump selection (when used):
§5.3.2.1: Pools 17,000 gallons or less, select pump • from the database with o Curve -A gpm flow equal to item 2 or less.
55.3.2.2: Pools 17,001 gallons or more, select pump' from the database with a Curve-C gpm flow equal to item 2 ar less. Or
'Multi -speed pumps must have one speed listed that satisfies this requirement. PENTAIR INTELLIFLO VS
a. Pump model 7a. _
b. Pump flow 7b. 40 gpm
(§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Component Section Requirements Check
4.4.1.1 Heater has no pilot light
4.4.1.2 Readily accessible on -off switch mounted outside of the heater X
Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 X
5.1.1 Pool filter pump listed in database X
5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed X
Multi -speed pump controller programmed to default to the filtration flow rate when no auxilia
override capability for X
servicing.
Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. N/A
5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or X
built-up connections, or dedicated pipe to and from the pool.
5.6 Directional inlets for mixing pool water. X
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