1735 Maritime Oak Dr POOL19-00193
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COMPLIES WITH 2017 FBC
6TH ED, ALL VOLUMES
(( ) PIPE SIZE CRITERIA (FPS)
F614 FUTUREISOLARHPRIORTO HEATER SKIMMER SUCTION MIN SIZE
ANSI 15 FLOW" @ 6 FPS Pressure Suction Branch
"
MIN. FILTER SIZE @ RECIRCULATION RETURNS MIN SIZE SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 5 8 8 -
"ANSI 15 FLOW' "ANSI 15 FLOW" @ 8 FPS
4 PIPE DIA. MIN, STRAIGHT PIPE RFCI
S zlED BY "ANSI 15 FLOW" @ 6 FPS dr R1�, ANSI 15 8 6 -
PUMP SIZED BY ANSI 15
SELECTED FROM APSP LISTING
AT "ANSI 15 FILTRATION FLOW"
(AT LOW SPEED)
• "ANSI 7 FLOW": DETERMINED BY TDH
METHOD
• "ANSI 15 FILTRATION FLOW": 6 HR
TURNOVER, MIN 36 GPM
• "ANSI 15 AUXILIARY FLOW": GREATER OF
SPA JET OR OTHER FEATURE FLOW
• "ANSI 5 FLOW": 12 HR TURNOVER OR OTHER
"ESTIMATED/ DESIGN" FLOW
PIPE FLOW AT GIVEN VELOCITY (GPM)
PIPE
6 FPS
8 FPS
1"
16
22
1-1/2"
38
51
2"
63
84
2-1/2"
90
119
3"
138
184
4"
238
317
6"
540
720
COMPLIANCE
PRESSUMED
WHEN
OFFSET=
WATER
DEPTH
"ANGLE OF REPOSE"
SEE CONTRACTOR PLAN
V
pS \ DIRECTIONAL WALL RETPER 3 P
MIN (
DRAIN BRANCH
MIN. SIZE
"ANSI 15 FLOW"
@ 6 FPS
OPTIONAL VACUUIOF
FITTING MUST HAVE
9 F,, SPRING LOADED COVER \ /
®..J JN
�_RPJL_i
SURFACE SKIMMER
• (1) MIN PER 800 SF I(� S
• SSMAY BE OMITTED IF "E"ANEGATII 15 VE EDGE" OR
OTHER WEIR USED
#8 AWG SOLID COPPER BOND WIRE
AROUND POOL/ SPA 4"-6" BELOW
SUBGRADE 18"-24" FROM SHELL &
BONDED(4)) POINTS MIN TO POOL PER
ALTERNATIVE MEANS" 680.26(B)(2)(b) NEC
011
>
J --- SEE ANSI 5 FOR STEP
REQUIREMENTS
i
- j SPA WEIR
NOTE: CONT. (3) #3 STEEL OF SPA
BEAM VERTICALLY DOWN & UNDER
THE ELEVATION OF THE SPA WEIR
IF NO WEIR OVERFLOW TO POOL,
A SKIMMER MUST BE USED IN SPA
y SUCTION OUTLETS "ANSI 7 FLOW"
��-- DRAIN BRANCH PIPING MIN. SIZE
"ANSI 15 FLOW" @ 6 FPS
PROXIMITY TO STRUCTURE
FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT
REQUIREMENT IN 2017 FBC 6TH ED, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REDUCE
LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED:
1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER
DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED.
2. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GRATER THAN THE WATER
DEPTH, THERE IS NO SHORING OR FOUNDATION SUPPORT INITIALLY
REQUIRED,
3. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE
ENGINEER SHILL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT
THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM
STRUCTURE LOADS.
4. IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF
FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND
CONTACT THE ENGINEER FOR MITIGATION SPECIFICATIONS.
5. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A LOSS OR
THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION, CONTACT THE
ENGINEER FOR A MITIGATION SPECIFICATION.
TYPICAL RESIDENTIAL POOL / SPA
SCHEMATIC PLAN & NOTES
SCALE: N.T.S.
1
2
NnTFS-
• This plan is schematic & piping shall be connected to provide a
functioning system.
• Pool piping shall hold a static water or air pressure not less
than 35 psi for 15 minutes, per R4501.12.1
• Pools shall have pumps selected to provide minimum 12 hr.
turnover & maximum 6 hour turnover.
• Determine pipe sizing from attached work sheets.
• Spa piping determined from attached work sheets.
• The dual main drains shall have a minimum separation of 3 ft,
unless one is located on the vertical wall or a single
unblockable drain is used.
• All suction covers shall meet ANSI/ASME Al 12.19.8-2007
• All piping shall be NSF -PW approved & meet the requirements
of Florida Building Code 6TH Ed, 2017.
• Electrical equipment, wiring, & installation shall conform to the
National Electrical Code 2014 Edition.
• Bonding of pool steel & light to footing steel shall be continued
to & include all pumps & heaters.
• Temporary fencing shall be installed & maintained until
permanent child safety features are installed.
• There shall be a passing electrical & child safety final
inspection prior to filling the pool or spa with water.
• Pool shall meet the applicable criteria in ANSI/APSP 3,4,5,6, 7
& 15 standards.
• Regardless of the criteria here, the project shall comply with all
sections of the FBC 6th Edition - Residential, Building,
Mechanical, Plumbing & Gas Codes, as applicable
respectively & amended.
SEE INFORMATION ATTACHED TO THIS PERMIT
PACKAGE FOR SITE SPECIFIC DETAILS SHOWING ANSI 7
& 15 AND FBC COMPLIANCE
INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC,
ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE
POOLS BY JOHN GARNER, INC
.................I ...... ..................................................................................:
K MES ENGINEERING
AND MANAGEMENT SERVICES, INC
3990 SR 64 E., Bradenton, FL 34208
Office: 941-749-0311, Fax: 941-746-7391
kent@kimesengineering.com
P.E. 33678, C.A. 27189
02018 Kimes Engineering & Management Services, Inc.
This drawing is the property of Kimes Engineering & Management Services, Inc. & is not to be
reproduced or copied in whole or in part. It is only for the project & site spp�ifi Ily identified herein & is
not to be used on any other project. It is to be returned rp�n r$quest,
DATE: I REVISIONS:
E
BY: MCM PRINTED:.BY: JKK SCALE: a,NgTED: 15 -Feb -18
TYPICAL PLAP�'-- Vis" - 'M
SECTIONS FORS'°'s� P`
RESIDENTIAL
POOL/SPA SHEET OF
ORIG. DWG: 17"x11" (ANSI B)
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1
TRUNK SUCTION PIPE SIZE
MIN AT 6 FPS ANSI 15 FLOW
SUCTION OUTLETS W/ ANSI/ASME
Al 12.19.8-2007 AI`JTI-ENTRAPMENT COVER,
(2) REQD OR (1) L'NBLOCKABLE DRAIN
SUMP PER ASME
Al12.19.8.2C07 OR
COVER MFR. SPECS
ANSI 15 BFL4NCH PIPE SIZE
MIN AT 6 FF S AT FLOW BY:
• MAX 6 HOUR TURNOVER
MAIN DRAINS MAY BE
OMITTED ENTIRELY
8"
3" L VERT. W/
(2) #3 BARS _
CONT. @ TOP
#3 BARS @ r
12"O.C. HORIZ., j Err
TYP. U.N.O.
POOL BEAM (8111lix12" OPTIOIV�
SCALE: N.T.S.
oz o? o? oz oz�
O p I O D
A 6
Z
oZ o— gZ o?�
MIN 12"
MAY VARY
MIN. 6" COKICRETE X/1:SHELL & STEEL��
ACCORDING TO/�
STANDARD
SPECIFICATIONS
SHOOT TO
UNDISTURBED
EARTH
PLACE FOOTING STRUCTURE
ON UNDISTURBED EARTH
MEETING 2,000 PSF OR
COMPACTED FILL MEETING
95% MODIFIED PROCTOR
4" DECK W/ NON -SLIP
FINISH SLOPED AWAY
FROM POOL 2%-4% (TYP)
(3) #3 REBAR BUNDLED AT RIM OF
POOL & SPA. CONT. #3 STL. OF SPA
BEAM VERT. DOWN & UNDER ELEV. OF
SPA WEIR. [OPTION:] CONTRACTORS
MAY CHOOSE TO USE (3) #3 BARS
WITHIN TOP OF BEAM SPACED 1"
APART + OR -
.6'! GLAZED TILE. 10 — 2
OPTIONAL VACUUM LINE & FITTING
W/ SPRING LOADED COVER.'--.-'.
UNDERWATER LIGHT 18" MIN. BLW.
NORMAL WATER LEVEL ((TYP)
NOTE: NEW NICHELESS, f�00L .w
LIGHT PRODUCTS THAT HAVE NO
BONDING REQMTS MAY BE USED
3/8" SMOOTH SLIP RESISTANT
FINISH TO COVER WALLS,
FLOOR, STEPS & SUMP
C D /
GENERAL NOTES: , ;e
a. D = INSIDE DIA. OF PIPE ; / •:
n
b. ALL DIMENSIONS SHOWN ARE MINIMUMS. �4
c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGIJRATIONS.
NOTES: CRUSH
r—
• FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN SHELL OR • •d
F
BENCH OR OTHER METHOD
REQUIRED WHEN WATER
DEPTH EXCEEDS 5 FT
Z W
#8 AWG BOND --U_ INSTALL #8 AWG WIRE
:i
WIRE FROM POO EQUIPOTENTIAL BONDING
THIS DETAIL COMPLIES
iY
W
WITH BOTH 6TH EDITION
W'0
Z
1--
(2017) FLORIDA BUILDING
PER NEC 68026(B)(2)(b)
OJ
CODE CHAPTER 454.2.18 &
frILLO
3/4" CONDUIT W/ LUMINARY WIRING
ANSI / APSP / ICC -5 2011 &
HARNESS THAT INCLUDES GROUND WIRE
Z
NS ALL RELATED
p
STRANDED WIRE TO J -BOX WHEN REQD BY BLDG.
REQUIREMENTS STATED
a
a
IN THOSE CODES.
It
O
TYPICAL RESIDENTIAL BENCH SECTION
SCALE: N.T.S.
EXTERNAL BONDING LUG
FROM "LISTED" J -BOX JUNCTION BOX OUTSIDE
WHEN PROVIDED. (TYP.)
BONDED WITHIN J -BOX. OF DECK GROUNDING / BONDING
#8 AWG COPPER TO WIRE TO EXIT J -BOX
POOL BONDING PASSING THROUGH
SYSTEM OR DIRECTLY TRANSFORMER TO
TO BOND WIRE ELECTRICAL PANEL
BOND CONNECTION
LZ#8 AWG BOND
WIRE TO ALL POOL
EQUIP. CAPABLE
OF BONDING
'
#8 AWG BOND --U_ INSTALL #8 AWG WIRE
:i
WIRE FROM POO EQUIPOTENTIAL BONDING
'
TO FTG LOOP, 4"-6" BLW. SUBGRADE,
18"-24" FROM POOL, BONDED
@ (4) PTS. TO POOL SHELL
\
PER NEC 68026(B)(2)(b)
/
3/4" CONDUIT W/ LUMINARY WIRING
HARNESS THAT INCLUDES GROUND WIRE
INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR
p
STRANDED WIRE TO J -BOX WHEN REQD BY BLDG.
OFFICIAL
/
POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3
REINFORCING STL. PLACED @ 12"x12" O.C.E.W. TIED
EVERY OTHER CROSSING W/ 2-1/2" MIN. CLEARANCE
MAIN DRAIN TO
PUMP
MFR POTS NOT USED GRAVEL FO SUMP PER ASME Al 12.19.8*2007 W/
• MAY OMIT IF LISTED COVER DOCUMENTATION STATES DEWATERING VGB COMPLIANT DRAIN COVER.
OTHER CLEARANCE TO SUCTION PIPE REQD HYDROSTATIC RELIEF DEVICE
HYDROSTATIC RELIEF MAY BE A -WHEN REQUIRED -
DEADLINE" OR PLUG IN SLOTTED
PIPE IN BOTTOM OF SUMP
NOTE:
CONTRACTOR SHALL VERIFY FOR
EA. PROJECT OVERHEAD POWER
LINE CLEARANCE &
UNDERGROUND WIRE DISTANCE
PER NEC 680.8 & 680.10
SUMP SECTIONS PER POOL THIS ISONLY GOOD FOR MAX 6 FT DEEPSHELLS SEE SUPPLEMENTAL S ECIFICAT OINSSUPPORTED P(
FOR DEEPER
ASME Al 12.19.8-2007 DEEP END SECNTIRONS
SCALE: N.T.S. SCALE: N.T.S,
2
iC (M MT' 6 31LOW
ALWAYS GALL 811
BEFORE YOU DIG
9�1"ri h4ixghly�t,m-,
F-WWW-Caus"whinexom
NOTE
1. APPROVED PRODUCT SPECIFICATION MAY DIFFER
FROM FIELD BUILT SUMPS SHOWN ON THIS PAGE
ADDITIONAL STRUCTURAL NOTES
• Use minimum ASTM A815 Grade 40 Steel
• Lap #3 bars minimum 15"
• Lap #5 bars minimum 25"
• 6" Shell thickness and 2-1/2" concrete coverage are minimums
• Use 4,000 psi concrete
• Contractor / Owner required to:
•• Contact Engineer if pool not placed on undisturbed and
de -watered earth that can meet 2,000 psf bearing capacity.
•• When buried debris is encountered or questionable
conditions are indicated at the work site prior / during
construction, a subsurface consultant shall conduct
boring(s) in the area of the pool to confirm soil bearing
capacity, clear of buried debris, & verifying ground water
level
•• All modified soils & earth fill under perspective pool area
shall meet a soil density and compaction minimum of 95%
modified proctor without settlement.
INFORMATION ON THIS SHEET COMPLIES WITH 6TH ED 2017 FBC,
ALL VOLUMES, INCLUDING 2017 FBC ENERGY CONSERVATION CODE
POOLS BY JOHN GARNER, INC
lC/MES EN VEER//VG
AND MANAGEMENT SERVICES, /NC
3990 SR 64 E., Bradenton, FL 34208
Office. 941-749-0311, F11: 941-746-7391
kent@kimesengineering.com
P.E. 33678, C.A. 27189
®2018 Kimes Engineering & Management Services, Inc.
This drawing is the property of Kimes Engineering & Management Services, Inc. & is not to be
reproduced or copied in whole or in part. It is only for the project & site specifically identified herein & is
not to be used on any other project. It is to be returned upghre%est.
I
DATE: I REVISIONS:
DWG. BY: MCM PRINTED4,5-Fe,)5-1
CHKD. BY: JKK SCALE: & N
DATE: 29- DEC -17
«.
TYPICAL PLAI�'� �F;• .��;`
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