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FILE COPY
_r P ql 2>-0533
VIEWED
FO
R
`ODE COMPLIANCE
IT '"CIE COU TY
U 1130CCA111M
POOL SPECIFICATIONS
Max Width
11 Max Length
Min Depth
-JT Max Depth rj `
Perimeter
99,Are ' '60
Elevation
r1�Dirtfrom Exc. I-ICAVE
Returns
q Vac Stub YE:5
Cleaner
Other Plumbing
(St a'6HEER,p r-.-jvd`u.7pTr«'R "s
Fill Line
NO overflow Ne->
Tile
lE+"h° 4rn Step Tile YES
Cantilever
NJC> Bulinose YE$
Rai sebean(s)
l a7+ I OF--- .S` ->~ C `
Light
w � Transformer
Jbax
Timer N�
Automatic Controls F-dQ,6Y"TC�L;X.H '
Patio Type
PA V FA :5
Sq.Ft
FJE�Color 0wovER6CAO(CE.
Existing
YE 6 Sq. Ft. is ' S(-� F-T
Footers
YE:5_wfsteel#5 YES NO
Termite Treat
Y9 :5>
Interiorfinish
GEIVt ,
Pump-
PeWTAIR H.P. VS3C�51c>
Chlorinator
YES NO 647-
Rench
Handrail niC!
Gallons
10oC 7urnoverTime HrsA rains.
Cleaning Kit
(�, FLUX,:
Heater
H9 711 1��4-Size
Fo mboard Suniey
YE No ?4AMIC>
Final Survey
YES NO)�'-- -�
Compaction
YES NO BAC0 ILL.
COMMENTS
5CR EF_W ,EPVCL-060RE
irA5YT4>vCN 8 40 141-r
914..P. P0WF`
'�(�.! rVG•
i'C�% try 0%S J�'E�i
JOB SITE
Cox
M3 QL>CeA Pre Je-r'kct Rve
N. Nu4•cdlfn6nxl 1a,tc1 FL. 3
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0821
Lic.#CPC145$456
O e E SF cFP��'.
01-29-2020 4',
�0 STATE OF
FLORIDP'
ss/�NALE0G��`
M. Randall Rodgers, P.E.
FL tic. No, 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
(3) #5 REBAR
6
-Skimmers comply with FBC 2017-R4501.21.2
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
IIRMAIIIII
3" SPA
MAIN DRAIN
POOL DETAIL
(111 SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4• TICK WADS w/{3 OFI11R 0127 O.C. EACH WAY
3- TO 6• - 6- THICK WALLS W/F3 REBAR 012- O.C. EACH WAY
0' TO 3' - 8" THU WALLS W//3 REM 012- Oc- EACH WAY
J
+ J
3
3
MISC, NOTES
1. ALL SF91S AND SNMOR BENCH EDGES
01. KIWE 26 CAPRILE BORDER OF OPPOSITE
CDLOR OF GEM FINISH FOR VI58RRY
2. HANDHOU) TO BE INSTALLED ARE WHERE
DECK RAISED +6• ABOVE POOL
/yam
T-
�� IXCAVAII(1N INTO THE ANGLE OF REPOSE 6 ALLOWABLE PROVIDED:
• SHORING IS INSrAILED AT EXCAVATION MD SHORING SHOULD BE
SUFFIOIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED N ANY DOES
• COMPACTION TEST OF THE BACKRLLED MATERWL ARE PROVIDED
PF40R TO THE POURING OF THE PATIO
STEPS
(NO SCALE)
N4l11s M: GTMTE &
BRICK
Nr11 PORED PLUG FPOA MAN
COPING
& ATrEMP AIPOOL
Il✓LINN
E WHEN EMPTYING POOL
6'x6' DlE
GRATE SHALL
BE SECURED IN
INTERIOR .�
PLACE SO
FINISH
THAT TOOLS
ARE REWIRED
12" IYP. FLOOR
FOR REMOVAL
4,000 PSI GUNFE
(1)ROW 14 TOP
b' O.C.B.W.
TRENCH DRAIN
TREADED
.•
PLUG_
PER Fr. YNI' N SUIp=
a
BRICK PAVER PATIO
6" TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
WALLS #3 0 12. O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)13 COVE BAR 06O.C.
(1)ROW 15 BOTTOM
6- O.C.E.W.
GRAVEL 13
TO PIMP -
HELICAL PILES' -
TYP. WALL SECTION & WELL POINT
(N8 SCALE)
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
BRICK COPING
6'x6' TILE
SPA BENCH 18"
BELOW WATER LINE
PAVER PATIO
12° TYP. %.: -.;`.: 6- TIP. WALL-3,000 PSI GUNIIE
FLOOR
4,ODO PSI
STEEL-TEX FORM
:I OR KRAFT WALL
GRAVEL BEDI
HELICAL PILLS
TO
:r •- 14 0 6' O.C.B.W. TOP
E5 0 6" O.C.B.W. BOT.
TO PUMP -
SPA WALL SECTION
(t0:.SL
VENT LINE NOT TO BE
FURRIER TIM 40 FF
FROM POOL 25' MAX
TO Jif. 1 WET LENGTH
SPA DETAIL
(NO SCALE)
POOL PATIO
WATER LEVEL
UNDERWATER
LIGHT
AIR
12 VAC FROM
POWER SUPPLY
RIZE AS DETERMINED
BY LICENSED ELECTRICIAN
\- 1' PVC
STEP DETAILS
1. TREAD IS MIN OF 10" WNW
POOL FINISH CONDUIT
SCHEDULE 40 PVC SLEEVE
2. RISER NOT GRATER TIM 12' EXCEPT IF
-•; ::
MORE THAN (3) TREADS ARE USED
NO BONDING
3. All SIEPS TO R SOLID DUNDE 3DDD P.S.I.
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(ND SCALE)
12"1 1 •
PAVERS
12"
HELICAL PIES
WHERE NOTED FOOTER DETAIL
(NO SCALD
HEAIM
CHLORINATOR -1
PUMP W my A
UKN€I PUMP W/ RNR &
T- UNT SIRAUNER
C -WO
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL B,Kg1n� CMP 25506-32X VGB
PER FRC4501.ss COMPLIANT 32" CHANNEL DRAIN
COMPLWIT wnF
2017 FLORIDA BUILDING CODE
USTED TO ASMEIRISI 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
NAMPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO t1YW
The maximum flow rating for this =ban 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 fa this suction
fitting with the outer pats plugged and the center port open is 200 GPM (floor) and 168 GPM
(wd) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' Plumbing.
RETURN TO POOL
THREE-WAY
WATER TO SHEER
VALVE
DESCENT
Q
Ai
_ -=�:-•._-:•_...
FILTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(Ia1
• . NI I, yiLa1
'i �IGI_7 1 ka
L (1) 15 REBAR POOL PERIMETER
OR (2) #3 REM
RAISED AREAELEV. & GRADE N
DECK
STEEL 0
D/C EW.
CPC1458456
REVIEWED FOR
CODE COMPLIANCI
ST. LUCIE COUNTY
BOCC
1 ROW Of WATERLINE THE ---- N
FLOOR SLOPES 1t_ 7
MOOR SU PE SNNL BE MAX
NEKAWLY UNIFORM AID
COMPLY No Min= Sat
THRU 563
WATERIME
C 11M3(
TYPICAL SECTION THRU POOL
(N0 SCALE)
Determine System now Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft -- x 7.48(gal/Ft) _ _ "-- gal PUMP
(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 25 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 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 SUPERFLO VS3050 H.P. 3
Total H.P: H.Px servire facbr.1Rp. amae must be 2 speed avadahle spared
Finer Make PENTAIR C&C Size 150
Filter min. area based on 6hr. turnover low tale pod 0. / 360 mrvu = Row Role
Divide G.P.M. by Cartridge = .375 a Sand =15 a D.E. = 2
Time Controller make ON PUMP Model ------
Contrais must operate a minimum oftwo speeds.
The hplher speed override is not to exceed ore, normal cycle a 24 has wNchevcn is less
Pipe Size
6 fps
8fps
1'
16 gpn 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'
P-5-
88 gpm 0.05'
17 gpm OtSf
3-
136 gpm 0.04'
181 gpm . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 092'
712 gpm 0.03'
Determine Pipe Sizes: SPA JETS ONLY
Trunk Piping to be 3 inch to keep velocity 0 8 fps max. at 181 gpm Maximum System Lbw Rate.
Return Piping to be 3 _inch to keep velocity 0 8 fps max. at 1a1 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 WHISPERFLO H.P. 2
Total H.P =H.P.x service fada.1 Kip. or mere must be 2 speed orvadaNe speed
RRer Make NA Size ---
FINer min. area based an 6hr. tuaroverlow rate pod 0.I380 rnin. = Flow Rate
Divide G.P.M. by Cadd* =.375 or Sand =15 a D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum of two speeds.
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 014'
2'
62 gpm 0.06'
82 gpm 0,10'
2.5'
88 gpm 0.05'
117 Q m 0.09'
3'
136 gpm 0.04'
81 gpn 0.07
4-
234 gpm 0.03'
31 gpm .05'
6'
534 gpm 0.02'
712 qpm 0.03'
DESIGNED FOR:
J.M. FORM & STEEL
COX RESIDENCE
123 QUEEN FED99A AVE
N. HUTCH NSON ISLAND, FL
*• • N81. gA�QA11.L RODS'�.E.
FLFiceareNo.68212 _ oo18_19
IF Harelwood Anve -
34ft
%�•' STATE )204' *L
O'�� •=c�OR% �`
''�i�SSAN ONP
""ELECTRIC NOT INCLUD
PREPAMBY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 4
(772)201.7846 hon"kve@yAw.com
NTAI R
TDH CALCULATOR
Pool Information JM CUSTOM -COX -HIGH SPEED
Flow Rate:
96.99 GPM
Total (Piping Lengths:
Suction Lift:
2 Ft
Inlet Side:
78 Ft
'., Discharge Side:
88 Ft
Maximum PILO
Velocity Allowed:
Piping Sizes:
(consult your I
1 code)
Inlet Piping:
2.445 In
In
Piping:
8 Ft/Sac
Discharge Piping:
2.445 In
D
Piping:
a FVSec
Piping Head Loss at 96.99 Gal/Min:
-
(not ineuding fittings or valves)
Inlet Piping:
4.56 Ft
Discharge Piping:
5.14 Ft
For advance pools that contain multiple suctions, this program may be
inaccurate. Gonsult a hydraulics engineer This program is for single pump
sytems with is single body of water.
Results: our TDH Calculation
Flow Rate:
96.99 Gal/Min
Your Head Loss:
74.73 Ft
Maximum Flow Rate
at Maximum RPM:
96.99 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate:
74.73 Ft
150
125
100
S
$ZL 75
50
25
0
1
Selected Components
a 30
rx2 3-,v
Mm pal+
Oan sq C%a
UWaTemp
Piping
xar.
soae0ra�anaw
5 rWl.wy Tae.,h
�
Pumps
xae.
+Vno veeerk sow, vB.svas, w
wvsr
xu L-s*
l awasrc. 3 1 35
5 936
1 1�
r 815
1 34.53
A. oismaroe rltla tMaa
uaarwv aranrNy aos0 cau0m
0 2 ate 6a
0 2
0 3 %
go
wired Mirlimum Pipe Sizes:
Inlet Piping: 2.5 In
Discharge Piping: 2.5 In
PENTAIR
PENTAiR
TDH CALCULATOR
TDH CALCULATOR
Pool Information JMCUSTOM-COX-LOW SPEED
Pool Information JMCUSTOM-COX-SPA
Pool Volume: 11000 Gal Total Piping Lengths:
Flow RateTotal Piping Lengths:
: 133 GPM P
Turn Over Time: 5.00 Hm Inlet Side: 78 Ft
Suction Lift: 2 Ft 9 let Side: 84 Ft
Suction Lift: 2 Ft Discharge Side: 88 Ft
Discharge Side: 88 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
Maximum Pipe Velocity Allowed: Piping Sizes.
(consult your local code) Inlet Piping: 2.445 In
(consult your local code) Inlet Piping: 3.043 In
Inlet Piping: 8 Ft/Sec Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec Discharge Piping: 3.043 In
Discharge Piping: 8 FVSec
Piping Head Loss at 36.67 Gal/Min:
Discharge Piping: 8 Ft/Sec
Piping Head Loss at 133.00 Gat/Min:
(not incuding fittings or valves)
(not incuding fittings or valves)
Inlet Piping: 0.75 Ft
Inlet Piping:. 3.04 Ft
Discharge Piping: 0.85 Ft
Discharge Piping:. 3.18 Ft
For advanced pools that contain multiple suctions, this program may be
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
inaccurate. Consult a hydraulics engineer. This program is for single pump
Warns with a single body of water.
sytems with a single body of water '..
Results: Your TDH Calculation
Results: Your TDH Calculation
Required Minimum Pipe Sizes:
Required Minimum Pipe Sizes:
Flow Rate: 36.67 Gal/Min Inlet Piping: 1.5 In
Flow Rate: 133.00 GaIlMin Inlet Piping: 3.0 In
Your Head Loss: 17.42 Ft Discharge Piping: 1.5 In
Your Head Loss: 19.94 Ft Discharge Piping: 3.0 In
Maximum Flow Rate
Maximum Flow Rate
at Maximum RPM: 96.99 Gal/Min
at Maximum RPM: 135.00 Gal/Min
Ensure the drain cover max flow rating is not
Ensure the drain cover max flow rating is not
exceeded
exceeded
Head Loss at
Head Loss at
Maximum Flow Rate: 74,73 Ft
Maximum Flow Rate: 20.43 Ft
System Head Pressure Curve
System Head Pressure Curve
40
30
_.._. .... _ _... _.
35
25
_ .... _.
30
25
Q, 20
1`-
7=• 00
20
15
15
10
.,.
10
a Speetl, VS+SI/RS, VF, or VSF --'(BOO rpm
+ '(cle
'C"`
r� _.... --_... _._ _.r 2hp, E+;-Full-Rated, (011515)-
-
n s tern
clean System
-q
- :Clean System
01
Desired operation Point
Desired Operation Point
0O 50 100 200
0 10 20,.. 30 40 50
Volumetric Flow Rate (GPM) ..:,,. _. --
-;
_
-• -
Selected Components
Selected Components
Components
"ed1"ss'
Nm. awI as7oOn
Components
iCM1b LI 1 0.8i
Tv2S 3wrynlve 5 0&40.55
_
0.wanaY a1300
Man Oren 1 on
Cbvistl LNar 1
rx2S3wa,v 000
Men can 1 '74
UIFaTemp 1 992
om
Piping
Piping
I" on=Faris Nw M
An. oacmroa xwe i,maa
Nave owwn oamnr 36bl emnar
6o eemee eevx Q.-ft ouMay 10300eaYMin
wwaeeeoow o n 113
enmv 0 2 Pffii
as aa0r.a.oaa, 0 0 ow
TlaagM1 0 7 S
T.Th au
TceTluaglr 0 3 0.W
Pumps
Pumps
N- avrun
Harr. e,.uy
2FP. Ea,wPaw. malslM !
mmunavavmsi.ee,vs+svNs,vE a
„$
aorowvnexnwmaaxyo.+>eoarManrawra. ma.lnwRoa. artzNr rw. Eurrwrns euw7wRno sr.rtoroa.amao sawr-
merecaMrmne�Nrr.Ms aumnaxrrwxama.�mrMmerwncmsw nc. weaaa�aNwcwrm.:aane.wvaesreM.rvww+w.
AVMev4eLLmHs rd bgpa me oarroeMFtrVer.Inc. I/r�7aN. M1MiCwxriB. Eas)'7w.s!/d. mRNIrvdR. An7oudr®. mtlEro SeMt'•
ommea. �a4raaaY/wad, rnnasaMermids alOW Wr�aHwaaY le raetlntloa rhv2reaemfuxebvi0am an rw
ae rt9aM'.'I ea MnmlaaMVha]snWa APaeei NSMfbtlmvl5re. Ne. wwt-MaIpFN.drnrp�smra UrdNSfebawWpwMx
ert6raermRbeMemitlewrersNMuenwrasergdaM rN FnrMWeMPoa'wd �. Fro 71n: rameaeMdrvbrM/n Me
cgMie.S.lHpa a+PactlY reef. renraaeMdsWolersepaFwaHwmry Nr�Yn NO JxaareMen MrvCmiNmrnmaBeFana
traenaereawrtgmwM Paamab KXrox YieW'I.ecea'arrorvese owrNrrs✓zN mNOHr9wpoMrt wgwr+ws. Porfavmeerves tlro
erWnrrarfbM'enr Mtoermaaltlremnuwa aM 6a'daaMLbpaf WNVRNSWSm. he. iFea erarrretagdaMarreY betln
^jrlm Nw^ie�eo&eOms wAnrtflnr,ro4m. FaHaiven aNa MKa'FeMYan[.3ea
haearwkap/NiMwwl4aJvraTadO.m MVUlatea. 9e[uue rn. ae cmtien'M'FrWrouv9 airpoMb eNeaiws Por/iromesTe
nyKb[iwYe agaF.a' pm wow<porrcFce. hnlssan MUNMW0vu1)'wrM1l^Yea
ELECTRICAL EQUIP mu WERING, GROUNDING AND INSTALLATION MUST
CONFORM TO THE 2017 N.R.C. AND APPILCABLE LOCAL CODES
30" 1111119 x 8'8' HIGH x 36" DEPTH CLEAR IIORENG SPACE IN
FRONT OF ANY PANEL BOARD PER 110.26(A)r 110.26(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
L N�
'NMOt MISI NOT BE IM BE LI RM 2O FROM POOL
B114 NNOT PoO MR
mIW 6' Or POOL EDGE
N.E.C. 2017 SEC. 680.2
m cno -mt(S)
MW a a•
AM POOL arl(
NEC. r(P8t7AD
1• POD COMND
- 3-i12 N
1/2• Ca1mR
-18 SODD COPPER OWE
TO EOVPmFNNL am
is Sao COPPER
WIRE TO CROM
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORE SHALL
CONFORM TO N.B.C. 2017 SEC. SM
/ STARILESS STEEL
RAM
(SATIN B�ONNDIIN)G FOR
18 stul COPPER:
wlnl
W M
eam ttC L
APPROVED urs
#8 SOLID COPPER
BOND as W
/PPmIm CHIPS
LIGHT NICHE 1-1e saio EVRE COPPER
18"MIN-24"MAX COAL Pomm Ban
Nm APPROVED
CLAMPS r M 6" aids
SUB-OR10E am
ffiiTIRS fW"JDrfit-aNxalOm
INDLc. Sam aiRE COPPER
1-18 WRE Wa APPROVED
W'S 0 (4) SMtS OF
CLAMP POOLS Bam D
POOL
EQUIPOTENTIAL BONDING. DETAIL
PER FLORIDA BUILDING CODE ABAPTION
OF THE N.R.C. 2017 SEC. 8010.26
REVIEWED FOR
CODE COMPLIANCE
`p``NpALL Rod
ST. LUCIE//++COUNTY �,``Q�? ��CEN,9 •CFI,
B®Vac 1 �;: l� •.; tp r{
*• N1Lr1111MU.RODOERS.111
= FL License N0.6821')
*91 HM]WO011"i'8 - 09-18-19
FI Pi FL $t
STATE f2
DESIGNED FOR: '��0'�` • Ft o Ry 1;
J.M. FORM & STEEL _ " ";/l r`; ,A�;tW1
C0X RESIDENCE "*ELECTRIC NOT INCIy 0*t.
123 QUEEN FEDERIKA AVE PREPAM 6Y. SHEET:
N. HUTGUNSON ISLAND, FL STEVE HORST
DRAFTING & 3
DESIGN SERVICES A
(772)201.7846 hontt1eve@yah60.(m 'T
i
i 1 I
HELICAL SCREW PILE' SPECIFICATION HELICAL SCREW PILE INSTALLATION POOTYPWALL PER
POOL ENGINEERING
1. PILES SHALL BE INSTALLED BY AN AU HORIZED HELICAL SCREW MANUFACTURER INSTALLING 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT AND LABOR TO 3,000 PSI GUNITE
CONTRACTOR WHO HAS SATISFIED THi CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL INSTALL 12" SS HELICAL SCREW PILES AT THE DESIGNATED LOCATIONS (17 TOTAL). #3 @ 12 O.C.B.W.
ASPECTS OF THE PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. PROOF OF CURRENT APPROVED ALTERNATIVE SCREW PILE TYPE AND SIZE ARE ALLOWED IF APPROVED
CERTIFICATION BY THE MANUFACTURER MUST BE PROVIDED. BY THE ENGINEER IN WRITING PRIOR TO THE INSTALLATION OF PILES. 12 X 12 TYP, FOOTER Z° TYP. FLOOR
2. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE 2. SCREW PILES SHALL PROVIDE A BRACKET AT THE TOP OF THE PILE FOR BEARING
SAFETYCODES
AS ATTHE
EDTIME
OF INSTALLATION. : OF THE POOL SHELL BEAMS. 3,000. PSI CONCRETE 4,000 PSI GUNITE
3. HELICAL ALL CONFORM TO 2017 FLORIDA BUILDING CODE 6TH EDITION 3. HELICAL SCREW PILES SHALL BE INSTALLED TO A DEPTH NECESSARY TO SUPPORT
4. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE SOLID STEEL, ROUND CORNERED A MINIMUM WORKING LOAD OF 12 TONS AND AN ULTIMATE LOAD OF 24 TONS PROVIDING (3)ROW #5 (1)ROW. #4 TOP
SQUARE SHAFT, OR ROUND STEEL PIPE SHAFT, OR COMPOSITE STEEL AND GOUT SHAFT CONFIGURED A SAFETY FACTOR OF TWO. AT A MINIMUM, SCREW PILE DEPTH SHALL NOT BE LESS ® 6 O.C.B.W...
WITH ONE OR MORE HELICAL BEARING! PLATES WELDED TO THE SHAFT., THAN 10 FEET AT ANY LOCATION.
5. ALL PIERS MUST BE CORROSION PROTECTED BY STAINLESS STEEL. 4. THE CONTRACTOR AND ENGINEER SHALL MUTUALLY AGREE ON NATIONALLI, RECOGNIZED 1 _ROW 5 BOTTOM
6..INSTALLATION UNITS SHALL CONSIST OF A ROTARY POWERED TYPE TORQUE MOTOR WITH FORWARD, ACCEPTANCE CRITERIA THAT THE PILES MEET OR EXCEED THE SPECIFIED PERFORMANCE # d
AND REVERSE CAPABILITIES. PARAMETERS, 0 6� O.C.B.W. '.
7. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE ARE REQUIRED. 5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL PRIORTO INSTALLATION,
8. INSTALATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION PROCESS. HELICAL PIERS SHOP DRAWINGS ON THE TYPE OF HELICAL SCREW PILE BEING PROPOSED, INCLUDING BUT
SHALL BE INSTALLED TO THE MINIMUM.TORQUE VALUE REQUIRED TO PROVIDE THE LOAD CAPACITIES NOT LIMITED TO, SHAFT SIZE, NUMBER OF HELICES PER PILE, HELIX SPACING, AND PRELIMINARY
SHOWN ON THE PLANS. TI ESTIMATE OVERALL LENGTH OF PILE, AS WELL AS SHOP DRAWINGS ON THE PROPOSED d
9. THE
ATE STEEL NEW
COMPONENTS OF THE SCREW PILE ASSEMBLY.
10. APPROPRIATEI HELICAL PIER SELECTION WILL CONSIDER DESIGN DEVICE
PLUS SAFETY FACTOR, SOIL, 6, THE DEPTH, SPACING, AND TERMINATION TORQUE SHALL BE DOCUMENTED TO VERIFY THAT
PARAMETERS, AND THE INSTALLATION�''.TORQUE VS. CAPACTIY EQUATION PER THE MANUFACTURER'S THE HELICAL PILES WERE PROPERLY INSTALLED AND THE DESIGN LAOD ACHIEVED. SCREEN FOOTER POOL SHELL
RECOMMENDATIONS. ia
11. DESIGN OF HELICAL SCREW PILES AND ANCHORS SHALL BE PERFORMED BY AN ENTITY AS REQUIRED G: ' a Q . d G
EQURIEMENTS OR ESTABLISHED LOAL PRACTICES.
THIS DESIGN WORKIN ACCORDANCE' TH MAY BIETING PERF PERFORMED BY ALOCAL CODE R LICENSED PROFESSIONAL ENG NE RCA CERTIFIED HELICAL d
d
PILE/PIER DEALER, OR DESIGNER DEPENDING ON LOCAL REQUIREMENTS OR PRACTICES: ,y N d� . d m.
i
I
I
a
BEARING CAP MIN.
BEARING CAP MIN. 12 DIAMETER'
NOTE. TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE
THIS PROJECT HAS BE N DESIGNED BASED ON THE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE 6" DIAMETER
SOILS REPORT AND RECOMMENDATIONS FROM FEDERAL WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING
EN 4E ING &OB g 1TESTING REPORT DATED FEBRUARY CODE, 6TH EDITION.
019_
9SB060.
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12 6 6-0 5-8„ 6-0
i
PILE MNTINtfES .o �.._ .�
Lenth = 30 Dee.���"
SEE DETAIL THIS ) g
7'-1" O O O x .,.._. SHEET
. ° 4 Or Refusal
l (SW) Shaft Width = 2%11
x T__ . r. _. " 1 Helix Width =12" _vim
_
I PROP.. HELICAL
ao oo PILE (TYP)
I I
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32'-4J1,,
(3) Helical bearing
Q p
late per Ile
O<77
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PROP. HELICAL
PILE (TYP)
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00
12' 6„ 6'-1 Vi 6'-11Y
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HELICAL ]PILE DETAILS
NO SCALE IDP L-L Ro 14'11
LENS•
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- M ALLROMEP8t1RR2
31. L�ease No. 68212.. ;
' =180 :IazelwoadDriv*
01-29-2021Y ce, FL 34982 `
EVIEWI'—DESIGNED FOR: 12or`�T3$TE G �44�
;ODE CONPL ANCE
A COUNTY J.M. FORM & STEEL 1J111F IN�`�
T. LUCCOX RESIDENCE **'ELECTRIC NOT INCLUDED!
�3O CC 123 QUEEN FEDERIKA AVE
PREPARED BY:
N. HUTGUNSON ISLAND, FL STEVE HORST SHEET ,
DRAF rING & 4
DESIGN SERVICES
(772)201.7846 horst,steve@yahoo.com / 4