HomeMy WebLinkAboutBuilding PlansWATER LINE
6" MIN,
GUNITE
UNDISTURBED OR COMPACTED L
SOIL TO 95% MODIFIED 6" MIN.GUNITE
PROCTOR 4000PSI
#3 @12" OC/ BW FOR DEPTH TO 5'
#3 @ 6" OC/ BW FOR DEPTH> 5' ANTI -ENTRAPMENT
1 MAIN DRAIN
POOL SECTION 30
NOTE: COPING EDGE MAY VARY FROM SQUARE (BUFFED OR TUMBLED)
TO SINGLE B/N �, TO BOUBLE B/N
DBN BRICK _ DBN BRICK
4" CONCRETE - ,
4" CONCRETE, 4" CONCRETE
SWIMMING POOL PLAN
SCALE: 1/8"=F0"
FILE COPY
06;�
HVEEWEf7 FOR
CODE COMPLIANCE
ST. Ll4CIE COUNT
QJBQCC q�Ff�
.f
--{ 1!4"-BRITE 0 .- ...
CANTI-LEVER MARBLE DBN BRICK PAVER DBN BRICK PAVER
CONCRETE . ON CONCRE OR MARBLE ON SAND ! W/ CONCRETE SPRAY DECK
OVER -POUR s
WALL SECTIONS SIDNEY I R P.E #16668
5/8" OR BETTER PLYWOOD SHEATING ENGINEERING (BY OTHERS)- SWIMMING
gPO^*`O� L PLAN FOR: !\���� K®v���Qssse/
2"X4"X 8" @ 2' OC BRICK PAVERS Vt�L+a��piJ,yi... .
FINISHED GRADE ?-cask • W �� I OR � o No. 1666��f�/��1
2' 3-#3RE-STEEL 12" 9' gp�,{ PIE
�,rya 7�,�°,®
OR1#5 R&STEEL"Cp'�jr. I -_.-_ __ 'J "'S F I I.m.L���,
CONTINUOUS —L A STATE OF
SHORING DETAIL �12 ���,�.
FOOTERDBTAB.
FOR SCREEN ENCLOSURE �' e
Nam- .
2500 PSI CONCRETE W/6"X6" # 10/10
STEEL WIRE MESH OR FIBER MESH, (11b/YD.) +
0-0 0-0 0-0 0-0 OR RE RET EL
ST.��TWOR 1 #5 RH STE
CONTINUOUS
FOOTER DETAIL
FOR SCREEN ENCLOSURE
(NO EXCEPTIONS
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418
FOR- (. 5R65
L
SWIM IN BENCH DETAIL SWIM OUT BENCH DETAIL
NTS NTS
.DRAWN BY:
DATE:
SHEET I OF 3
JOB NO: Rf-
rI
Y �
VALVE
A,/
PIPE SCHEMATIC ti
SCALE NTS
FILTER W/
PRESSURE GAUGE & AIR RELEASE VALVE
WASTE RETAINED ON SITE
PUMP W/HAIR &
LINT STRAINER
2#3
WATER LEVEL 1
[—TO PUMP
6" MIN-12" MAX
H/W VAC LOCK #W400
FBC 2017 SEC .3.2
& ANSUASME A112 A112.1919.8M
SKIMMER & VAC DETAIL
SCALE NTS
ilEVIEWED FOR
00DE COMPLIANCE
Tc LUCIE COUNTY
PIPING DIAGRAM
SCALE NTS
POOL
FLOW THRU CMP MD GRATES PIPE SIZE FLOW (ft/sec)
PIPE FLOW MAIN DRAIN Tq 1.
SKIMMER
RETURN TO POOL/SPA 2tt ap^ � 10
ASSUMPTION: POOL FLOW 67% MD 33% SKIMMER SPA FLOW 100% MD
tt ��
POOL RETURN 2 FROM PUMP ' FROM TEE, 1-1/2" AT INLET
3-TREAD LADDER
N.T.S.
X ANCHORS ANCHORS
12" 111# 8 GROUND
TYPWIRE
UND WIRE N
HANDRAIL & STEPS
(240-SQ. IN. MIN.)
N.T.S.
=1
POOL EQUIPMENT SECURED W/1- 3/4" X 3/8" TAPCONS OR EQUAL.
POOL EQUIPMENT/ANCHOR DETAIL
SCALE NTS
ANSI / APSP 7 ICC 7 EL-SID ENGINEERING
czmpFBC R 4501.6.6 #EB-0006831T39 ISLE ®
WAY
32" CHANNEL DRAIN PALM BEACH GARDEN`\o33 N®����
32 CHANNEL DRAIN : '•
OPEN AREA=38.79IN2 s No.16668 '9
FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL i i ae
IAPMO LISTED FLOW RATES ®� `� STATE OF
O FOR 2.5" PLUMBING USING TWO OUTER PORTS=308GPM (FLOOR) & 212 GPM (WALL) � ®�`OR � N
O FOR 2.5" PLUMBING USING CENTER PORT ONLY = 200 GPM (FLOOR) & 168 GPM (WALL) /®NA� G�N
O FOR 2" PLUMBING USING TWO OUTER PORTS = 268 GPM (FLOOR) & 192 GPM (WALL)
O FOR 2" PLUMBING.USING CENTER PORT ONLY = 184 GPM (FLOOR) & 176 GPM (WALL) FBy.
MAIN DRAIN DETAILE:
0�010_
b
SHEET 2 OF 3 N
JOB NO:
NOTES: ONE OF THE FOLLOWING POOL
SAFETY FEATURE OPTIONS MUST BE PROVIDED
SPECIFICATIONS:
1. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY
AN ENCLOSURE THAT MEETS THE POOL BARRIER
REQUIREMENTS OF 454.2.17 OF THE FLORIDA BUILDING CODE.
2. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY
POOL COVER.
3. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM
THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT
ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF
85DB AT 10 FEET.
4. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO
THE POOL MUST BE EQUIPPED WITH A SELF -CLOSING,
SELF -LATCHING DEVICE WITH A RELEASE MECHANISM PLACED
NO LOWER THAN 54 INCHES ABOVE THE FLOOR.
*APSP-15
MINIMUM FLOW FOR 6 HOUR TURNOVER H GPM(.) 1000
MINIMUM FILTER AREAS
EX CARTRIDGE
❑ SAND FTz<
❑ DE p FtT2< �ry ,,ry q
FILTER PUMP 9' M- r` 5Q 6' F_`kFL0 Vs 811.
ELECTRIC RISER DIAGRAM
HOUSE PANEL
O LITES
2/0 2P60 POOL AUTOMATIOIS
TO POOL PANEL
POOL PANEL
2P20 PUMP
AIR BLOW
ELECTRIC
1" PVC jklhA
2#,6 CLZ AlP15 GAS
1#8N
INOGRD
ELECTRICAL DIAGRAM
60 AMP POOL PANEL MANUEL MOTOR STARTER SWITCH
,W/ 296 &.198 CU WITHIN *1 Ito HP PUMP MOTOR W/ BUILT-IN
V MIN. ELECTRICAL CONDUIT. OVERLOAD SWITCH W/- 2#4 & 1#8
CU WITHIN V MIN. CONDUIT
#8 SOLID CU GROUND
WIRE TO EXISTING PANEL (GFCI PROTECTED)
TIME CLOCK
r WP DISCONNECT
S.P.S.T. TOGGLE SWITCH -� r=
YOOLLIGHTS--� L12VOLT TRANSFORMER
GFI NOT REQUIRED)
JUNCTION BOX
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE,
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION.
2.3412 THIN CU WITHIN 1" MIN. CONDUIT FOR POOL LIGHT(S).
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID BARE COPPER.
4. PROVIDE W.P.G.F.I.OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(13)-2014.
I. THESE ENGINEERING PLANS COMPLY WITH 6th EDITION FBC 2017. SEC R 4501/ SEC 454.1/ R101.2.1 PRIVATE
SWIMMING POOLS. ENGINEERING DESIGN, CONSTRUCTION AND WORKMANSHIP PER ANSI/NSPI-4-92 & NSPI -5.
ANSI/APSP -15,7. ANSI/NSPI -3. ANSUASPCACC-4,5,6. ,.
2, GUNITE TO ATTAIN 4000 PSI @ 28 DAYS,
3. RE -STEEL TO BE INTERMEDIATE GRADE 40 ASTM 615 STANDARDS; PLACED TO ACI STANDARDS.
4. PIPING & PLUMBING TO BE SCH. 40 & 80 PVC PIPE TO CONFORM TO NSF STANDARDS & FBC 454.2.3,2.13.2
PURPLE PRIMER APPLIED PRIOR TO ALL GLUE JOINTS FBC PLUMBING SEC. 6.05.21 WATER PLUMBING
PRESSURE 35 PSI FOR 15 MINUTES (NO AIR PRESSURE) SEC. 454.2.12.1.
5. ALL RE -STEEL, LITES, LADDERS & HANDRAILS BONDED W / #8 GROUND WIRE TO NEC. # 680 / 2014.
6. SOIL STATEMENT: SWIMMING POOL/SPA/PATIO - BEARING PRESSURE 2500 PSF. MINIMUM.
7. POOL/SPA SURROUNDED BY SCREEN ENCLOSURE OR 4' FENCE WITH SELF -CLOSING GATES. HOUSE SAFETY
BARRIER TO BE " BABY" FENCE OR ALARM SYSTEM PER CODE.
8. POOL/SPA HEATER INSTALLATION ION TO FBC. 2.14.1 HEATER TO HAVE THERMOSTAT AND HIGH PRESSURE
CONTROL TO LIMIT WATER TEMPERATURE TO <104°F. FBC. SEC. 454.2.14.4.
9. ALL GAS PIPING TO FBC, FUEL GAS SEC. 24.2.25 / ALL ELECTRICAL TO NEC. #680 / 2014.
10. AFTER COMPLETION, THE POOL/SPA MUST NEVER BE DRAINED BY THE HOME OWNER FOR ANY REASON
WHAT -SO -EVER. A LICENSED POOL CONTRACTOR MUST BE CONSULTED TO ACCOMPLISH THIS.
HYDRO -STATIC RELIEF VALVE IS USED AT ENGINEER'S DISCRETION ONLY. BACK FLOW PREVENTER ON
WATER SERVICE (WPB ONLY)
11.THE POOL/SPA EQUIPMENT SHALL BE SECURED TO A SUBSTANTIAL PAD SO AS TO ELIMINATE STRAIN ON 's
PIPING,
12. TYPE'O' POOL WALLS VERTICAL WITHIN 11°, DRAINAGE POOL/PATIO TO GRASS (PBC).
13. EL-SID ENGINEERING ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS, OR
REQUIRED SETBACK AREAS. THE POOL CONTRACTOR SHALL VERIFY ALL LAYOUT DIMENSIONS IN FIELD!,;,: : '`''
WITH HOUSE AND LOT LINES PRIOR TO CONSTRUCTION; ADDITIONALLY, UNDER AND OVER GROUND
UTILITIES. AT SITE. WATER EDGE SHALL BE 10' MIN. (HORIZONTAL) FROM OVER HEAD ELECTRIC LINES.
14. THIS ENGINEERING PLAN REMAINS THIS SOLE PROPERTY OF EL-SID ENGINEERING AND IS '
NON-TRANSFERRABLE TO ANYONE WITHOUT EXPRESS PERMISSION OF THIS ENGINEER. _
15. WARRANTY: THIS ENGINEER WARRANTS THE SERVICES PERFORMED BY EL-SID ENGINEERING ARE
CONDUCTED IN A MANNER CONSISTENT WITH THAT LEVEL OF CARE AND SKILL ORDINARILY EXERCISED 'BX "''
MEMBERS OF THIS PROFESSION CURRENTLY PRACTICING UNDER SIMILAR CONDITIONS. NO OTHER
16, ANGLE OF REPOSE CRITERIA (ST. LUCIE COUNTY) FOR POOL LESS THAN 5' FROM HOUSE:
(1) #3 RE -STEEL @ 6" OCBW- (2) GUNITE THICKNESS 6" MINIMUM.
POOL DATA & EQUIPMENT & CRITERIA: 1
POOL DIMENSIONS 9v w.
9 AREA PERIMETER 901
DEPTH VARIATION VOLUME 111500 GALLONS
SPA DIMENSIONS "® RAISED W/ JACUZZI JETS
t
LITES
_POOL/SPA PUMP �� ` �vs FILTER CC loo ��..„.
PUMP HP GPM 'P 4N T014 TURNOVER RATE b IN
LITES �' `F � HHEATER BTU FUEL
HANDRAIL
DIAMOND MCI FjGEM COAT D COLOR -
SLIDE DIVING BOARD t_ AUTO -.VAC CLEANER INLINE CL2
SHEER DESCENT WATER FALL LIONS HEAD/ROSETTE
POOL BOND PATIO MATERTAT. `� - W/DODLISTED ,.
SCREEN ENCLOSURE FENCE r-
t- MAWPCIRt�-S0
10INSTALL INSKIMMER: PB zoos ALARMBARRIER ,4
• USING PROPER SIZED PLASTIC BUSHINGS, POOL BOND CAN BE INSTALLED AUTOMATION
IN ONE OF THE THREADAD SKIMMER OUTLET PARTS. SEE *ASSEMBLY PROCEDURE*
FOR PROPER LIGHTENING OF POOL BOND.
QINSTALL IN A RETURN LINE:
• POOL BOND CAN BE INSTALLED IN THE FILTRATION RETURN LINE ADJACENT TO INLET FITTING
AVOID INSTALLATIONS THAT COULD TRAP AIR.
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER SYSTEM
VALVE BOX CAN BE USED FOR ACCESS.
DO NOT INSTALL AS SHOWN TRAPPED AIR WILL
PREVENT PROPER CONTACT WITH WATER
30INSTALL ON SUCTION SIDE ADJACENT TO EQUIPMENT PAD: PUMP FILTER
• INSTALL ON SUCTION SIDE PLUMBING AT LEAST 3" BELOW WATER LEVEL.
• IF ACCESS IS REQUIRED FOR SERVICE PURPOSES, A SPRINKLER CONCRETE
SYSTEM VALVE BOX CAN BE USED.
WIRE RECEPTOR TAB POOL BOND CASTING
#8 SOLID COPPER
BONDING WIRE
SPLIT BOLT
1" MALE PIPE THREAD
EQUI POTENTIAL BONDING GRID
NEC 680.26 (C) 2014.
ALTERNATIVE METHOD PER
FL. SENATE BILL SR 2836
EXECUTIVE ORDER 2007-187
SIGNED JUNE 19, 2007
FBC 101.2.1
SINGLE #8 AWG BARE SOLID COPPER WIRE
AROUND ENTIRE PERIMETER OF POOL AND
CONNECTED TO POOL RE -STEEL IN 4-EQUALLY
SPACED PLACES FROM #8 SOLID INSULATED
TAILS AND CONNECTED W/APPROVED
MECHANICAL FASTENERS i.e., SPLIT BOLT,
BRONZE PIPE CLAMP (WBRONZE SCREWS).
EQUI-POTENTIAL BONDING
#8 SOLID GROUND WIRE SHALL BE POSITIONED
4" TO 6" INTO SUBGRADE MATERIAL ADJACENT
TO POOL STRUCTURE. THIS #8 WIRE SHALL BE
BONDED TO POOL STRUCTURE REBAR IN 4
EQUALLY SPACED POINTS. THIS #8 WIRE SHALL
BE PLACED 18" TO 24" IN PROXIMITY TO POOL
STRUCTURAL WALL.
LED LIGHT -
LED LIGHT DETAIL
PAD.
RECOMENDED 3" BELOW
WATER LEVEL
14"
F---1
j ///---PIPE REDUCED TO V
/ AND RUN TO DECK BOX
2" SCH 40 PVC
SLEEVE
SP 10-22 WALL
FITTING- OR EQUAL
INSTALLED INSIDE PIPE
WATERL VE.
4"-6"
-T' 18"-24"
GRADEFORPAVER
OR CONCRETE DECK
i gyp,
j REVIEWED FO
CODE COMPLIANCE:
ST. LUCIE COL.1N.Tt.-' Jul 020
€�
EL-SID ENGINEERING
#EB-0006831
139 ISLE VERDE WAY
PALM BEACH GARDENDS, FL 33418
i
WN BY:
No. 16668
STATE OF
'®.�'c���,-�4 ®�=•" �
-OF�1
SHEET 2 OF 3
JOB NO:
1: U
U/C-.TIE IN I FIN
COMPLETED ON:
8-21-14
I
LEGAL DESCRIPTION: o SURVEYORS. NOTES:
LOT 14 AND THE NORTH HALF .OF ..1HAT M 1..UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
PORTION OF THE VACATED ALLEY LYING TO �. SHOWN HEREON.
THE SOUTH OF LOT 14_ AND WHICH IS 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
APPURTENANT THERF,TO, BLOCK 2,-CORAL o LOCATED UNLESS.OTHERWISE SHOWN.
COVE BEACH SECTION ONE,.A000RDING TO n 3. THIS SITE LIES WITHIN FLOOD ZONE "AE" BASE FLOOD
THE PLAT THEREOF AS RECORDED IN PLAT II ELEVATION 5.0, ACCORDING TO THE. - FLOOD INSURANCE
BOOK, PAGE 11, PAGE 30, OF THE PUBLIC RATTY MAP, COMMUNITY PANEL NO. 12111CO181 J,
RL'CORDS OF ST.,LUCIE COUNTY, FLORIDA, ti EFFECTIVE DATE FEBRUARY 16, 2012.
o 4...,LOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
ABBREVIATIONS: � " +`SURVEYOR AND IS' .PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED=BY'A DETERMINATION AGENCY.
(C) CALCULATED U S:. BASED
BEARINGS SHOWN HEREON ARE ON THE EAST LINE OF
SURED
LOT 14 AS BEING. S02'51'13".% ACCORDI.NG TO THE PLAT
(P) PLAT to DESCRIBED HEREON.
iY
CBS = CONCRETE BLOCK STRUCTURE 6. ALL LOT DIMENSIONS SHOWN' ARE PER PLAT UNLESS
CMP - CORRUGATED METAL PIPE OTHERWISE NOTED.
CNS = COULD NOT SET 7. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT
CONC = CONCRETE: VALID WITHOUT THE SIGNATURE AND ORIGINAL 'RAISED
FFE - FINISHED FLOOR ELEVATION SEAL OF•A FLORIDA LISCENSED SURVEYOR ANb MAPPER.
FMD - FOUND 5/8" IRON-REBAR 8. ADDITIONS OR„•DELETIONS TO THE.SURVEY M4P.OR REPORT
i RC �+ 5/8" IRON REBAR WITH PLASTIC CAP - ' ' - ""`— "" TF1E "T19AN°`'THE"' Si GN I NG PARTY OR"" -'PART I may` e I S
WITHOUT OF THE
IR = 5/8" IRON REBAR PROHIBITED CONSENT SIGNING PART" OR
L LENGTH OF CURVE PARTIES.
FCOR - PROPERTY CORNER
F, = PROPERTY LINE
PUCE = PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W = RIGHT-OF-WAY
'
= SET 5/8" IRON REBAR WITH PLASTIC
CAP "AJP PSM 6330"
BIMINI DRIVE
NOT60' R/W • 20' ASPHALT ROAD
FNQ 1228.33' P FND.
S8TO8'47"E 1228.64 �M3 RAILROAD
59.66 C SPIKE
59.65'�P� 0 80.00'(P) 80.02'(C) 1088.96' C
01 _a 1088.69P3
MANHOLE
LOT 15
BLOCK 2
20' VACATED
ALLEY
LOT 13
BLOCK 2
o .g FOR ER PL
- A REVIEV ED FOh-
CODE CC PL TANG,
LOT
OCK1 ST- LUCI Co w^ -
LAST F I EL D DATE: 8-21
INC.CERTIFIEQ T0: •
SCALE: 1 " =30' AO.EXAI�IL�EI� J. PIAZZA PSM, NCMICHAEL S. HAWKINS & ASHLEY B. HAwKINS
DATE-, 8-21-14 Surveying • Mapping • Consulting
619 SW Biltmore Street
DRAWN: CJM Port St. Lucie, Florida 34983
JOB NO.: ® Phone: (772) 340-7770
14-1822 i"8#72ao Fax:, (772) 340 .2250 `
DATE: REVISIONS: �, lee_�
ALP"PCR J. PI
Profewtgnal Surveyor & ertiMap
43npin: I5mamma Florida Certificate No.: 6330
K:\B JILDERS\DV11G2014\DWG\14-1822.dwg, 8/25/2014 9:50:57'-AM