526 Atlantic Beach Ct POOL19-0020 Pool/Spa3
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MIN. FILTER SIZE�j
"ANSI 15 FLOW"
(4}PIPE DIA. MIN. STRAIGHT PIPE
SIZED BY "ANSI 15 FLOW" @ 6 FPS
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"
JR SEE CONTRACTOR PLAN
COMPLIES WITH 2017 FBC
6TH ED, ALL VOLUMES
MIN ( ) PIPE SIZE CRITERIA (FPS)
FOR, FUTURES SOLA PRIOR TO HEATER SKIMMER SUCTION MIN SIZE ANSI 15 FLOW" @ 6 FPS Pressure Suction Branch
RECIRCULATION RETURNS MIN SIZE SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANSI 5 8 8 -
"ANSI 15 FLOW" @ 8 FPS
,•.. // \\ RECIRc Rte, ANSI 15 8 6
"YV^
� B SPS
V
PS DIRECTIONAL WALL RETU P
MIN (1) PER 3
DRAIN BRANCH
MIN. SIZE
"ANSI 15 FLOW"
@ 6 FPS
OPTIONAL VACUU IOI
FITTING MUST HAVE
8 SPS SPRING LOADED COVER \ /
—.R1L
PROXIMITY TO STRUCTURE
SURFACE SKIMMER
• (1) MIN PER 800 SF
. SUCTION MIN SIZE "ANSI 15 FLOW' 0 6 FPS
• MAY BE OMITTED IF "NEGATIVE 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
"A011ERNA IV MEANS" 680.26(B)(2)(b) NEC
SEE ANSI 5 FOR STEP
REQUIREMENTS
/
SPA WEIR
NOTE: CONT. (3) #3 STEEL OF SPA
BEA VERTICALLY DOWN & UNDER
THE ELEVATION OF THE SPA WEIR
IF NO WEIR OVERFLOW TO POOL,
A SKIMMER MUST BE USED IN SPA
SUCTION OUTLETS "ANSI 7 FLOW"
DRAIN BRANCH PIPING MIN. SIZE
"ANSI 15 FLOW" @ 6 FPS
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:
TYPICAL RESIDENTIAL POOL / SPA
SCHEMATIC PLAN & NOTES
SCALE: N.T.S.
1
K
NOTES:
• 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
......... .....................................................................
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 a es, Inc. & is not to be
reproduced or copied in whole or in part. It is only for the project &site ec icallVy identified herein & is
not to be used on any other project. It is to be returne p� !eq?,lest.
DATE: I REVISIONS:
DWG. BY: MCM PRINTED5-Fe 1
CHKD. BY: JKK SCALE: NCETED'
DATE: 15 -Feb -18
TYPICAL PLAq', ' (C
rr � .QNA�-�- ati�
SECTIONS FOR '='g►�014"o'10 .�
RESIDENTIAL
POOL/SPA SHEET OF
ORIG. DWG: 17"x11" (ANSI B)
1.
WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN WATER
DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS REQUIRED.
OFFSET
2.
WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GRATER THAN THE WATER
DEPTH, THERE IS NO SHORING OR FOUNDATION SUPPORT INITIALLY
\\
REQUIRED,
COMPLIA
3.
WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH, THE
PRESSUM
WHEN
ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER TO PROTECT
OFFSET= j\ a a
THE FOUNDATION DURING EXCAVATION OR STRENGTHEN THE SHELL FROM
DEPTHWATER
✓��
STRUCTURE LOADS.
rr3
4.
IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS OF
SHOOT TO ''
uNolsruReeo
FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE EXCAVATION AND
STH �'i, • •�
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
K
NOTES:
• 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
......... .....................................................................
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 a es, Inc. & is not to be
reproduced or copied in whole or in part. It is only for the project &site ec icallVy identified herein & is
not to be used on any other project. It is to be returne p� !eq?,lest.
DATE: I REVISIONS:
DWG. BY: MCM PRINTED5-Fe 1
CHKD. BY: JKK SCALE: NCETED'
DATE: 15 -Feb -18
TYPICAL PLAq', ' (C
rr � .QNA�-�- ati�
SECTIONS FOR '='g►�014"o'10 .�
RESIDENTIAL
POOL/SPA SHEET OF
ORIG. DWG: 17"x11" (ANSI B)
3
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TRUNK SUCTION PIPE SIZE
MIN AT 6 FPS ANSI 15 FLOW
SUCTION OU1'LETS W/ ANSI/ASME
Al 12.19.8-2007 ANTI -ENTRAPMENT COVER,
(2) REQD OR (1) UNBLOCKABLE DRAIN
SUMP PER ASME
Al 12.19.6.2007 OR
COVER MFR. SPECS
8"
3" L VERT. W/
(2) #3 BARS 11
_
CONT. @ TOP
#3 BARS @
12"O.C. HORIZ., Err
TYP. U.N.O.
POOL BEAM (8"x12" OPTIC
SCALE: N.T.S.
sZ o? o? s oz
D D I p D
A B
7 oZ oz oZ o?
D — — — — I
'E SIZE
IW BY:
NOVER
MIN 12" _
MAY VARY
MIN. 6" CONCRETE
SHELL & STEEL/ �'•
ACCORDING TO�h:
STANDARD
SPECIFICATIONS
SHOOT TO
UNDISTURBED
EARTHH \/\\ 1'
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 -
2
BENCH OR OTHER METHOD
REQUIRED WHEN WATER
DEPTH EXCEEDS 5 FT
Z
W
3:
THIS DETAIL COMPLIES
X
w
WITH BOTH 6TH EDITION
_
(2017) FLORIDA BUILDING
Q
3
OJ
CODE CHAPTER 454.2.18 &
of
u -CD
ANSI / APSP / ICC -5 2011 &
LO
Q
CONTAINS ALL RELATED
z
O
REQUIREMENTS STATED
Ci
IN THOSE CODES.
Wi
p
TYPICAL RESIDENTIAL BENCH SECTION
SCALE: N.T.S.
EXTERNAL BONDING LUG
FROM "LISTED" J -BOX
WHEN PROVIDED.
BONDED WITHIN J -BOX.
#8 AWG COPPER TO
1POOL BONDING
SYSTEM OR DIRECTLY
TO BOND WIRE
OPTIONAL VACUUM LINE & FITTING
W/ SPRING LOADED COVER
UNDERWATER LIGHT 18" MIN. BLW. , ".::' :;
NORMAL WATER LEVEL (TYP) �.'
NOTE: NEW NICHELESS, POOL .:•
LIGHT PRODUCTS THAT HAVE NO �•
BONDING REQMTS MAYBE USED 4
3/8" SMOOTH SLIP RESISTANT
FINISH TO COVER WALLS,
FLOOR, STEPS & SUMP
D /
GENERAL NOTES: +J'
a. D = INSIDE DIA. OF PIPE
b. ALL DIMENSIONS SHOWN ARE MINIMUMS.
c. ALL HIDDEN LINES INDICATE SUGGESTED SUMP CONFIGURATIONS.
NOTES: CRUSH
• FIELD BUILD SUMPS MEETING THESE CRITERIA REQD WHEN SHELL OR a
MFR POTS NOT USED GRAVEL FO
• MAY OMIT IF LISTED COVER DOCUMENTATION STATE;. DEWATERING
OTHER CLEARANCE TO SUCTION PIPE READ
HYDROSTATIC RELIEF MAY BE A
DEADLINE" OR PLUG IN SLOTTED
PIPE IN BOTTOM OF SUMP
SUMP SECTIONS PER
ASME Al 12.19.8-2007
SCALE; N.T.S.
1
BOND CONNECTION
i(NP-)
JUNCTION BOX OUTSIDE
OF DECK (TYP.)
/ BONDING
WIRE TO EXIT J -BOX
PASSING THROUGH
TRANSFORMER TO
ELECTRICAL PANEL
#8 AWG BOND
WIRE TO ALL POOL
EQUIP. CAPABLE
OF BONDING
#8 AWG BOND --&— INSTALL #8 AWG WIRE
WIRE FROM POO EQUIPOTENTIAL BONDING
TO FTG LOOP, 4"-6" BLW. SUBGRADE,
18"-24" FROM POOL, BONDED
@ (4) PTS. TO POOL SHELL
PER NEC 680.26(B)(2)(b)
3/4" CONDUIT W/ LUMINARY WIRING
HARNESS THAT INCLUDES GROUND WIRE
INTERNAL BOND LUG IN NICHE W/ INSUL #8 SOLID OR
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
SUMP PER ASME Al 12.19.8*2007 W/
VGB COMPLIANT DRAIN COVER.
HYDROSTATIC RELIEF DEVICE
-WHEN REQUIRED -
NOTE:
CONTRACTOR SHALL VERIFY FOR
EA. PROJECT OVERHEAD POWER
LINE CLEARANCE &
UNDERGROUND WIRE DISTANCE
PER NEC 680.8 & 680.10
LIEL S- SEE SUPPLEMENTAL SPECIFICATIONS I
POO SH
FOR DEEPER OR
APPURTENANT STRUCTURES
DEEP END SECTION
SCALE: N.T.S.
2
119 NUT, S BSL OW
TG
ALWAYS CALL 811
W. ).O Is it ". I—
WWW-C 5UM*Ine=M
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
5
` POOLS BY JOHN GARNER, INC
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 speci tallyidentified herein & is
not to be used on any other project. It is to be returned uooilreciAst. 1
DATE: ( REVISIONS:q�'-e..':,
DWG. BY: MCM PRINTED-S-Fep=1
CHKD. BY.- JKK SCALE: _ NgTE
DATE: 29- DEC -17
TYPICAL PLA1�3'', Fps -
SECTIONS FOR
RESIDENTIAL L
POOL/SPA SHEET OF
ORIG. DWG: 17"x11" (ANSI B)