HomeMy WebLinkAboutPool Plans-- —- ?✓% -- -- —� -- -- —F�— —- -— —— -- — ---
POOL 5PE05:
SIZE: 14' X 2b'
I DEPTH: 3' TO 5'
PERIMETER: 84
AREA: 3Q2
VOLUME: 11,72q
I TURNOVER: 6 HR. MIN, (25 GPM ® LOW SPEED)
DOPING: SQUARE EDGE TRAVERTINE
TILE. 6"
SKIMMER: I
I RETURN5.3
VAC LINE: YES
LIGHT: 2-20W JANDY NITCHELESS L.E.D.
SWIMOUT: 16' X 48'
I FINISH: QUARTZSCAPES
RAILINGS: NO
PATIO: BRICK PAVERS
ENGLOSUE: YES
I FOOTERS: YES
DECK-O-DRAIN: AS NEEDED
SUNSFELF/IST STEP WITH TILED EDGE
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ELECTRIC LINE
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JOB SITE SPECIFICATIONS
&06 5 MILITARY TRAIL LOT: 681 BLOCK: 150
s DEERFIELD BEACH, FL
33442 SUBDIVISION: LAKEWOOD PARK UNIT It
PHONE: C154-631-0101 PLAT BOOK: 32 PAGE: 32-A -3212
I COUNTY: ST LUCIE
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JOOY POLLANO
7100 5ABA3TIAN ROAD
FORT PIERCE, FLORIOA 34g51
DRAWING ITEMS � REVISIONS:
DATE: 1-12-11
ORDER a 441
DRAWN BY: NAS.
PLAN # 110101-21
SHEET: 1 OF 5
File Copy
CONCEALED FAS ► E► ERS OR A7dCHM—tii i i3
ARE THE RESPONSIBILITY OF TEE
TCA SRO
THESE PLANS ANTt°. 'ALL PROPOSED WORK
BEOSCREE ED IF EODL {5Af1E�Iy�yEQqT f Q [d CORRECTIONS
BY LOCAL CODE REQUIPHE 1g`T MELD INISPEQTgQ�IR`it`��piHA
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PUMP: FHPM IA tP JANDY FLOPRO 2 SPEED
FILTER: 05-250 DANDY CARTRIDGE
16" X 4b" CHLORINATOR: IN LINE
SWIMOUT WITH
TILED EDGE HEATER: NO
AUTOMATION: NO
FOOTING AT EDGE
FOR SCREEN ENCL.
SEE TYPICAL SECTION
ON SHEET 2 OF 3 FOR
DETAILS
513MDACOUNTY R-UPULDWG DLVi53®N
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DEERFIELD BEACH, L 0 33441 ,�S�ONAL••��G�`\
WAYNEOWMB-PE.COM //
IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
EXISTING PANEL 112" PVC CONDUIT W/ 2 #10 HOT,
2P 30A BREAKER 1 #10 GRND, 1 a 10 NEUTRAL SQUARE ails copy' FEEDING POOL 2" POOL WASTE EDGE C'
FRETAIN ON SITE
TRAVERTINE
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EXISTING I/ "=1"-O"
METER Q TIME CLOCK
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F.P.L. 10"X12" BOND 0 U.
WATER 2 #12 POOL PUMP 3 a12, I �12 GRND.NTIWJOUS 4 8" X 8" FTG
POOL 46' MIN. 1 #12 —4U911 W. 1 #5 CONT.
DECK AND• w #3®10" INTERLOCKING BRICK
LEVEL F (I) JUNCTION JANDY (C5250) 250 SFJANDY (FHPMI.0-2) I HP TWO SPEED PUMP Q OGEW PAVERS SET IN SAND
BOX 6" ON COMPACTED FILL
3 �k — CARTRIDGE FILTER100 GPM MAX FLOW RATE SELF -PRIMING W.
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L(2) 20W JANDY NITCHELE55 L.E.D. LIGHTS (POOL) �3 WAY VALVE (TYP) RADIUS MIN. I/8" PLYWOOD
I W. LOW WATER CUT OFF DEVICES
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ELECTRICAL R15ER DIAGRAM IN -LINE TYPICAL WALL SECTION
SCALE: NOT TO SCALE CHLORINATOR
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NAME MARKNAM BENNETT % O ••. <C/
N JOB SITE SPECIFICATIONS SWIMMING POOL PLAN FOR: DRAWING ITEMS REVISIONS: P.E u 51216 / 054) 50-3525 �A•''•F� 0 R I OP•w'\'
&Ob 5 MILITARY TRAIL LOT: (787 BLOCK: 150 DATE:1-12-17 DEERFIELD BEAGH265 S. FEDERAL WFL 334�41 �� Vl) •A•••••Vl— ��
w s' r F. DEERFIELD BEACH, FL JODY POLLANO ORDER a 441 // //ONA U \\\ `
WAYNE®WMB-PE.GOM /
Q • 33442 SUBDIVISION: LAKEwooD PARK UNIT II 7100 5ABASTIAN ROAD DRAWN BY: N.A.S.
't PHONE: C154-631-0107 PLAT BOOK: 32 PAGE: 32-A -320 IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF TH15 DOCUMENT ARE
PLAN p 170707-21
FORT PIERCE, FLORIDA 34951 NOT CON51PERED SIGNED AND SEALED AND THE SIGNATURE MUST BE
dCOUNTY: 5T LUCIE SHEET: 2 OF 5 VERIFIED ON ANY ELECTRONIC COPIES
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GOVERNING 600E5 AND GENERAL NOTES
FLORIDA BUILDING CODE (FBC). 5TH EDITION (2014) AND ALL OTHER CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON
THE PROJECT SHALL GOVERN INCLUDING FBC 5TH EDITION BUILDING, RESIDENTIAL, FUEL GAS AND ENERGY CONSERVATION
FBG 5TH EDITION ENERGY CONSERVATION R403A AND WITH AN9I/APSP-14 HAS BEEN MET FOR THIS PROJECT
FBC 5TH EDITION ENERGY CONSERVATION C404.1• POOLS AND IN GROUND PERMANENTLY INSTALLED SPAS HAS BEEN MET FOR THI5 PROJECT
(EXCEPTION) HEAT PUMP 15 BEING INSTALLED
FBC 5TH EDITION RESIDENTIAL CHAPTER 451 SWIMMING POOLS SHALL SPECIFICALLY GOVERN
FBC 5TH EDITION R4501b ENGINEERING DESIGN HAS BEEN MET FOR THIS PROJECT, INCLUDING CODES AND REFERENCES SPECIFICALLY WITHIN
FBC 5TH EDITION R4501b.1 CONFORMANCE STANDARD. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF AN51/N5P13-AN51/APSPACX-4-AN51/AP5P/ICG5-AN51/APSP/ICC6- AN51/AP5P 7
CONCRETE: CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND AGI 31b WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
5.000 P51. POOL CONCRETE CAN BE APPLIED PNEUMATICALLY AND SHALL CONFORM TO ACI-506.2
REINFORCING STEEL: SHALL CONFORM TO THE LATEST EDITION OF ASTM A615, GRADE 60
FBC 5TH EDITION BUILDING 141032 GLASS FIBER REINFORCED CONCRETE GFCR AND THE MATERIALS USED IN SUCH CONCRETE SHALL BE IN
ACCORDANCE WITH THE PGI MNL 12b STANDARD IF SHOWN ON THE DRAWIN65
POOL PIPING SHALL BE N.5.F. APPROVED AND SCHEDULE 40.
THE ENGINEER IS NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY AUTHORITY HAVING
JURISDICTION
THESE DRAWINGS SHALL NOT BE SCALED,. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE.
THESE DRAWINGS ARE THE PROPERTY OF WAYNE MARKHAM BENNETT, P.E. USE OF THESE DRAWINGS WITHOUT PERMISSION FROM THE ENGINEER
15 PROHIBITED AND A VIOLATION OF THE FBC 5TH EDITION
USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING
LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AND CONSTRUCTION PRACTICES BEYOND WHICH 15 GALLED FOR
LOCAL, STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED
EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. TYPICAL FIELD
CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANYTHING DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS,
ADDITIONAL ENGINEERING MAY BE REQUIRED AND THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTION. CARE SHALL BE TAKEN BY
CONTRACTOR IN ALL APPLICATION OF THESE DRAWINGS
EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OR OTHER FACTORS. CONTRACTOR
SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL CODES
NDPES REQUIREMENTS: A SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION SURROUNDING THE ENTIRE WORK AREA MEETING THE
REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PROTECT ALL MATERIAL BROUGHT ON SITE, SHALL RESTORE ALL AREAS IMPACTED BY
THE CONSTRUCTION WORK TO THE PREEXISTING CONDITION OR BETTER AND SHALL NOT IMPACT DRAINAGE/LAKE OR ANY OTHER EASEMENTS
WITHOUT EASEMENT OWNER CONSENT
SWIMMING POOL BARRIER REQUIREMENTS
FBC 5TH EDITION RESIDENTIAL R4501,17.1.1 THROUGH R4501,1.17.1.14 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS BARRIER SHALL BE A
MINIMUM OF 45 INCHES ABOVE GRADE, WITH A MINIMUM OF 2" CLEARANCE AT BOTTOM. NO GAPS GREAT THAN A 4 INCH SPHERE. ACGE55
GATES SHALL BE SELF CLOSING, WITH SELF LATCHING DEVICE LOCATED A MINIMUM OF 54 INCHES ABOVE GRADE ON THE POOL SIDE AND
SWING OUTWARD AWAY FROM THE POOL. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOUSE SHALL BE EQUIPPED WITH AN
EXIT ALARM COMPLYING WITH UL2107. RESIDENTIAL SWIMMING BARRIER BY SEPARATE PERMIT
OWNER RESPONSIBILITY. IT 15 THE RESPONSIBILITY OF THE PROPERTY OWNER TO PROVIDE A SWIMMING BARRIER AROUND THE POOL THAT
MEETS THE ABOVE CODE PRIOR TO FINAL POOL STRUCTURAL INSPECTION AND FILLING OF THE POOL, BY SEPARATE PERMIT
j
501L BEAR/NCB AND FOUNDATION NOTES
FBC 5TH EDITION BUILDING 1&03 GEOTECHNICAL INVESTIGATIONS, THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT
` WHERE SATISFACTORY DATA FROM ADJACENT AREAS 15 AVAILABLE THAT DEMONSTRATES AN INVESTIGATION 15 NOT NECESSARY AND FBG
5TH EDITION R401.4.1 IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING VALVES IN TABLE R401.4.1 SHALL BE USED,
ALLOWABLE BEARING CAPACITY. BASED ON RATIONAL ANALYSIS THROUGH KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY AND A VISUAL
EXAMINATION OF THE SURFACE SOIL, FINDING SAND AND ROCK, THE POOL FOUNDATION HAS BEEN DESIGNED ASSUMING A 2000 P5F SOIL
BEARING CAPACITY PER FBG 5TH EDITION TABLE R401.4.1 A LETTER REPEATING THE ABOVE CAN BE SUBMITTED TO THE BUILDING OFFICIAL, IF
REQUESTED. IF DURING EXCAVATION DELETERIOUS MATERIAL (SUCH AS SILT, PEAT, MUCK, CLAY, ECT) 15 FOUND THAT CANNOT PROVIDE 2000
P5F, THIS MATERIAL SHALL BE REMOVED IN ITS ENTIRETY AND REPLACED WITH COMPACTED STRUCTURAL FILL. IF TH15 CANNOT BE
ACCOMPLI5HED, ALL CONSTRUCTION SHALL BE STOP AND THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTION AND TO POTENTIALLY
REQUEST A GEOTECHNICAL INVESTIGATION
JOB SITE SPECIFICATIONS SWIMMING POOL PLAN FOR:
m DEE FIELD BEACH, FLL LOT: (y87 BLOCK: 15o JODY POLL ANO
t 33442 SUBDIVISION: LAKEWOOD PARK UNIT 11 7100 SABAST/AN ROAD
PHONE: G54-637-0707 PLAT BOOK: 32 PAGE: 32-A -320 FORT PIERCE, FLORIDA 34g51
COUNTY: ST LUCIE
ELEGTRIGAL CODE, NOTES AND BONDING
FBC 5TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202
WIRING METHODS, E4203 EQUIPMENT LOCATIONS, E4204 BONDING, E4205 GROUNDING AND EQUIPMENT INSTALLATION
FBC 5TH EDITION RESIDENTIAL APPENDIX Q PROVIDES A GROSS REFERENCE TO 2011 NATIONAL ELECTRICAL CODE, NFPA 70
FBC 5TH EDITION RESIDENTIAL E4203b OVERHEAD CONDUCTOR CLEARANCES AND FBC 5TH EDITION E4203b UNDERGROUND WIRING SHALL
SPECIFIC -ALLY GOVERN
FBC 5TH EDITION RESIDENTIAL E4204 BONDING. EQUIPOTENTIAL BONDING SHALL BE REQUIRED. THE PARTS (CONDUCTIVE POOL SHELLS,
PERIMETER SURFACES, METAL COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT AND ALL FIXED METAL PARTS)
SHALL BE BONDED USING A SINGLE SOLID a & AWG BONDING WIRE, PLACED AROUND THE PERIMETER lb" TO 24" FROM THE POOL WATERS
EDGE, PLACED 4" TO 6" BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, CONNECTED TO THE STRUCTURAL STEEL
REINFORCING IN FOUR (4) UNIFORMLY SPACED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT
ARE LABELED A5 BEING SUITABLE FOR THI5 PURPOSE AND ARE OF STAINLE55 STEEL, BRA55, COPPER OR COPPER ALLOY. THIS SINGLE a 8
AWG WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES
FBC 5TH EDITION RESIDENTIAL E4204.3 POOL. WATER. THE POOL WATER SHALL BE INTENTIONALLY BONDED BY MEANS OF A CONDUCTIVE
SURFACE AREA NOT LE55 THAN G SQUARE INCHES (51) INSTALLED IN CONTACT WITH THE POOL WATER. IF 9 (51) 15 NOT ACCOMPLISHED BY THE
BONDED ITEMS ABOVE A POOLBOND PB-2005:(,10.1 51) OR APPROVED EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES
INSTRUCTION
FBC 5TH EDITION RESIDENTIAL E4203.13 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS
2011 NATIONAL ELECTRIC CODE (N..E.GJ. NFPA 70 SHALL GOVERN OUTSIDE IF THE PPOV15IONS ABOVE
N.E.G. 43032 GONTIN000LJ -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION
POOL EQUIPMENT AND ANCHORING
POOL EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE DESIGN FLOOD ELEVATION (FBC 5TH EDITION RESIDENTIAL R322.1.4) PLUS I FOOT
OR ACCORDING TO THE AUTHORITY HAVING JUR15DICTION
FEY- 5TH EDITION BUILDING 1620 HVHZ WIND LOADS AND 1621 HVHZ OVERTURNING MOMENT AND UPLIFT
POOL EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASGE T EQUIPMENT TIE DOWN SHALL BE
AS FOLLOWS, HEATERS 4 TOTAL (I PER SIDE OR 2 PER OPPOSITE SIDES) OTHERS 2 TOTAL: 3 Y2' MINIMUM THICK, 3000 PSI CONCRETE SLAB, 3"
LARGER THAN ON EACH SIDE THAN THE EQUIPMENT.Y4" DIAMETER TAPCON CONCRETE SCREWS (1600# TENSION, 12G0# SHEER, I YZ" EMBEDMENT IN
2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTORY PROVIDED HOLD DOWNS OR I WIDE, 14 GAUGE
GALVANIZED 5TRAP5 WITH 2 5TAINLE55 STEEL, u 10 X 3/4" PAN HEAD PHILLIPS 55 SCREWS EACH STRAP INTO METAL FRAME OF EQUIPMENT
FBC 5TH EDITION BUILDING 1907.1 GENERAL: THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT
BE LE55 THAN 3 Ys INCHES THICK AND SHALL NOT REQUIRE A VAPOR BARRIER.
FEIC 5TH EDITION RESIDENTIAL M1305.1.4.1 GROUND CLEARANCE. EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY
SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LE55 THAN 3" ABOVE ADJOINING GROUND
FEY- 5TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF HEATER 15 PROVIDED
FBC 5TH EDITION ENERGY CONSERVATION R403A.1,1 SHALL SPECIFICALLY APPLY WITH A MINIMAL THERMAL EFFICIENCY OF 83% IF A GAS
HEATER IS PROVIDED AND FBC 5TH EDITION ENERGY CONSERVATION 403.4.1.2 SHALL SPECIFICALLY APPLY WITH A COEFFICIENT OF
PERFORMANCE OF GREATER THAN 4, IF A HEAT PUMP 15 PROVIDED
EQUIPMENT LOCATION AND SCREENIN(S. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN
CONDITIONS OR OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL
ZONING CODE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING
FLOOD ZONE
FEIG 5TH EDITION RESIDENTIAL R322 FLOOD -RESISTANT CONSTRUCTION STRUCTURES CONSTRUCTED IN WHOLE OR PART IN FLOOD HAZARD
AREAS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ESPECIALLY R322.13
FLOOD -RESISTANT CONSTRUCTION AND R3222.4 POOLS IN FLOOD HAZARD AREAS, IF STRUCTURES CONSTRUCTED IN WHOLE OR PART IN
FLOODWAYS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ASCE 24 AND THE CONSTRUCTION OF THIS POOL WILL NOT
INCREASE THE DESIGN FLOOD ELEVATION AT ANY POINT WITHIN THE JURISDICTION
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NAME MARKHAM BENNETT
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REVISIONS:
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265 S. FEDERAL HWY. a 109
CSC • • • " • • <•
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DATE: 7-12-11
DEERFIELD BEACH, FL 33441
WAYNE®WMB-PE.COM
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ORDER s 441
DRAWN BY: NAS.
PLAN a 170707-21
IF SIGNED DIGITALLY ABOVE, PRINTED
COPIES OF THI5 DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE
SHEET: 3 OF 3
VERIFIED ON ANY ELECTRONIC COPIES