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TH15 DATA 15 FOR THE POOL
5IN5LE UNBLOCKABLE7 N TWO OR MORE? Y
(IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER)
DRAIN MAKE AND MODELS, WATERWAY 8'
LISTED COVER FLOW RATE, 153 GPM
SYSTEM FLOW RATE, 85 6PM6 30 TDH
METHOD DETERMINING FLOW RATE, MAX FLOW FROM PUMP CURVE
PUMP MAKE AND MODEL++: FHPM I HP DANDY FLOPRO 2 SPEED
SUCTION PIPING,
BRANCH PIPING 51ZE 25 INCH 6 6 FPS OR LOWER
TRUNK PIPING SIZE 25 INCH 6 8 FPS OR LOWER
2• POOL WASTE
RETAIN ON SITE
VALVE (TYP)
JANDY TRUGLEAR JANDY (65250) 250 5F DANDY FHPM 1.0 HP POOL PUMP 85 GPM 6
SALT CHLORINATOR CARTRIDGE FILTER 30 TDH SELF -PRIMING W. APPROVED HAIR
AND LINT STRAINER
1-3 WAY VALVE (TYP)
J
Z
Z4
v
IL
$
_
PIPING 5CHEMATIC
5GALE, NOT TO SCALE
JOB SITE 5PECIFICATION5
806 5 MILITARY TRAIL LOT, BLOCK,
DEERFIELD BEACH; -FL _-
�� 33442 SUBDIVISION,
l
PHONE, 954-637-010 PLAT BOOK, PAGE,
COUNTY, 5T LUCIE
SW/MM/NG POOL PLAN FOR:
BE. MENDERFER
FORT PIERCE, FLORIPA 34g53
DRAWING ITEMS
DATE, 10-25-14
ORDER # 350
DRAWN BY. N.AS.
PLAN # IqO'107-
SHEET: 2-OF 4
AP5P/AN5I-15
FLOW CALCULATIONS PER STANDARD, POOL WATER VOLUME 4,462 /3(70= 26 6PM
CALCULATED FLOW RATE. NOTE POOLS UNDER 13000 GALLONS, THE CALCULATED FLOW RATE OR 36
6PM WHICHEVER 15 GREATER = THE FILTRATION FLOW RATE
15 THERE AND AUXILIARY LOAD ON THE FILTRATION PUMP? N
IF 50, WHAT 15 THE CALCULATION AUXILIARY FLOW RATE, GPM
MINIMUM FLOW RATE 36 GPM (GREATER OF THE FILTRATION FLOW RATE OR THE AUX FLOW RATE IF
THE AUX FLOW RATE 15 POWERED BY THE FILTRATION RUMP)
ALL L15TED BELOW PIPING 15 FOR FILTRATION PUMP ONLY
MINIMUM SUCTION PIPING SIZE 6 6 FPS 25 MINIMUM SUCTION BRANCH PIPE 6 8 FPS 25
MINIMUM RETURN PIPIN6 51ZE 6 8 FPS 25 MINIMUM RETURN BRANCH PIPE 6 8 FPS 2
FILTER TYPE AND SIZE, 250 SF
MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD 250 X 315=g3.756PM
(MAXIMUM FLOW THROUGH FILTER FACTOR, FILTER AREA X 315 (CART), X 2 (DE) OR X 1.5 (SAND)
BACKWA5H VALVE,Y (IF YES, MUST BE 2' MINIMUM)
RUMP SELECTION AS L15TED ON CURVE A (A= t THAN 11POO 6AL OR C= > THAN 11.001 GAL)
RUMP MAKE AND MODEL#, FHPM 1.0 HP JANDY FLOPRO
FLOW RATE 24 GPM 150 RPM (FLOW RATE MUST BE t OR = MAX FILTER FLOW RATE)
RUMP CONTROLS= FILTRATION RUMP HAS NO AUX LOAD- STANDARD TIME CLOCK 2 SPEED
FILTRATION RUMP WITH AUXILIARY LOAD- CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24HR TIME CLOCK
HEATER MAKE AND MODEL#, NO
6A5 HEATER EFFICIENCY RATING: (NO PILOT LIGHT)
HEAT RUMP EFFICIENCY G.U.P.,
EQUIPMENT PIPING - MINIMUM 4 PIPE DIAMETERS IN FRONT OF THE RUMP AND MINIMUM 15' AFTER FILTER
FOR FUTURE 50LAR (DIRECTIONAL RETURN FITTINGS WILL 13E INSTALLED)
REVIEWED FOR
CODE COMPLIANCE
DICE
ST. LlUCIE COUNTY
BOCC
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op'KHAM
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11/4/2019 : g�:
NAME MARKHAM BENNETT �O�•..• F OF G\�
REVISIONS, PE# 51216 / (954) 818-3825 'i OR '•. \\ ��
WAY E®�1B FEDERAL265 S. � #313441 �Oq �i�s/01VAL..I x�G��`
IF 516NED D161TALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE 516NATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
EX15TIN6 PANEL 1/2' PVC CONDUIT W/ 2 #10 HOT,
2P 30A BREAKER 1 910 6RND. 1 • 10 NEUTRAL
FEEDING POOL
EXISTI 66 2 SPEED TIME
METER CLOCK
0
WP 6FI 6' TO
F P.L 20' FROM
WATER 2 012. POOL PUMP 3 012. 1 012 GRND.
POOL 45' MIN. 1 #12 --) CHLORINATOR 2 #12. 1 #12 GRND.
DECK 1 GRND.
LEVEL ? (I) .JUNCTION
ly BOX
�pw
�-4"
�QQ NON-GORRO5IVE
m
3 CONDUIT
L (2) 24K DANDY NICHELE55 L.E.D. LIGHTS (POOL)
ELECTRICAL R15ER DIAGRAM
SCALE: NOT TO SCALE
WATERWAY (640-18XX V SERIES) 8'
POOL DRAINS W/ APPROVED COVERS
(ANSI/ASME A112.19.8-2001) (TYPICAL)
153 GPM O 2.12 F.P.5. (FLOOR RATE)
SEE PIPING ISOMETRIC
TEE FOR PIPE SIZE
m_ = b
f L- 8 Fp.5. TO PUMP MAX.
DRAIN DETAIL
SCALE. 1/4' = 1'-0'
JOB SITE SPECIFICATIONS
-�
8Ob 5 MILITARY TRAIL
LOT: BLOCK:
DEERFIELD BEACH, -FL•
M
53442
5UBDIVISION.
PHONE. 954-631-0101
PLAT BOOK: PAGE.
�.I
COUNTY: ST LUGIE
BRICK
COPING
WATER
LEVEL
-O'
SLOPE
POOL
PATIO
WATER LEVEL
�G
10'X12' BOND
:
cil
BEAM W 4-*4
C-ONTINLIOU5
_
183610'
OGEW
INTERLOCKING BRICK
PAVERS SET IN SAND
TILE TOP OR
1
6_
ON COMPACTED FILL
SEE TYPICAL
WALL SECTION
FRONT EDGE
APPROVED
5TEELTEX FORM
FOR DETAILS
X—
FIN15H ::
F— OR MA50NITE OR
MIN. I/8' PLYWOOD
RADIUS
VARIES
5WI MOUT 5EG TION
SCALE, 1/4' = 1'-0'
24'
POOL 4'-b• 15'-6"
PATIO
rWATER LEVEL
•...:�,.
SEE TYPICAL
�
I.1 MAXIMUM POOL :SJ
WALL SECTION
SLOPEDRAIN
FOR DETAILS I .: : ;', '• :. :4
II * POOL
,
SLOPE
HYDROSTATIC
RELIEF VALVE 1 1/2'
LON61 TUOINAL SECTION
SCALE. NOT TO SCALE
4'
OCK BED
(SIZE VARIES)
WELL POINT
R
SWIMMING POOL PLAN FOR: DRAWING ITEMS
BE. -NENDERFER DATE.1°'n-'a
ORDER N 350
DRAWN BY. N.A.S.
FORT PIERCE, FLOR/DA 34c151 PLAN * lga?M-
SHEET. 3 OF 4
ICAL WALL 5EG TION
5CALE: 1/4' = 1'-0'
7
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
POOL
PATIO
TER LEVEL
Lno
SEE TYPICAL WALL O
SECTION FOR DETAILS
POOL
PATIO NOTE: STEP STEEL NOT REQUIRED
ENTRY STEP 5ECTION
SCALE. 1/4' = 1'-0'
11/4/2019
NAME MARKHAM BENNETT
REV1510N5: P.E! 51216 / (954) 018-3525
265 S. FEDERAL HWY. • 109
DEERFIELD BEACH, FL 53441
--WAYNEOWMB-PE:GOM-- ---
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IIF 516NED 0161TALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
GOVERNING CODE5 AND GENERAL NOTE5
2011 FLORIDA BUILDING, CODE (FBW. 6TH EDITION AND ALL OTHER CODES, RULES, REGULATIONS, AND RESTRICTIONS HAVING JURISDICTION ON
THE PROJECT SHALL GOVERN INCLUDING 2011 FBC, 6TH EDITION BUILDING, RESIDENTIAL. FUEL GAS AND ENERGY CONSERVATION
FBC 6TH EDITION ENERGY CONSERVATION R403J0. ANSVAP5P-14 AND C404. SERVICE WATER HEATING, HAS BEEN MET FOR THIS PROJECT
2011 FOG 6TH EDITION RE5IDENTIAL CHAPTER 45. SWIMMING POOLS AND BUILDING, CHAPTER 4. SECTION 454 SWIMMING, POOLS AND BATHING,
PLACES (PUBLIC AND PRIVATE) SHALL SPECIFICALLY GOVERN
2011 FOG 6TH EDITION R4501b. ENG,INEERINS DESIGN HAS BEEN MET FOR THIS PROJECT, INCLUDING CODES AND REFERENCES SPECIFICALLY
WITHIN INCLUDING R4501.6J CONFORMANCE STANDARD, DESIGN. CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF ANSVAPSP/ICC 3. ANSVAPSP/ICC 4. ANSVAPSPACC S. ANSVAPSP/ICC 6; ANSI/APSP/ICC 7
FBC 6TH EDITION BUILDING, CHAPTER 4. SECTION 454Jb5.10A IF THE AREA 15 SUBJECT TO HIGH GROUND WATER, THE POOL SHALL BE
DESIGNED TO WITHSTAND HYDRAULIC UPLIFT OR SHALL BE PROVIDED WITH HYDROSTATIC, RELIEF DEVICES
FBC, 6TH EDITION M450121A HYDROSTATIC, RELIEF DEVICE. IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC RELIEF
DEVICE SHALL BE INSTALLED
2011 FOG 6TH EDITION R4501.63 WATER VELOCITY. POOL PIPING 15 DESIGNED 50 THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER
SECOND FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR SUCTION PIPING. MAIN SUCTION OUTLET VELOCITY COMPLIES WITH AN31/APSPACC
1. EXCEPTION. JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT
CONCRETE SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACA 318. WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3r000 PSI.
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 AND HAVE A MINIMUM LAP DISTANCE OF 18- FOR
TENSION AND COMPREION DEVELOPMENT AND TO MEET THE REGI UIREMENT5 OF ACI 316
FBC,. 6TH EDITION BUILDING, 1g033 GLASS FIBER REINFORCED GONCRETE 6FRC AND THE MATERIALS USED IN 5" CONCRETE SHALL BE IN
ACCORDANCE WITH THE PCI MNL 126 STANDARD, IF SHOWN ON THE DRAWINGS
POOL PIPING, SHALL BE NSF APPROVED AND SCHEDULE 40
THE ENGINEER 15 NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY THE AHJ
THESE DRAWINGS ARE THE PROPERTY OF WAYNE MARKHAM BENNETT, P.E. USE OF THESE DRAWINGS WITHOUT PERMISSION FROM THE ENGINEER
15 PROHIBITED AND IN VIOLATION OF 2011 FBG 6TH EDITION
U5E OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIE5 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 EXPRE55LY PROVIDED HEREIN
EXISTING CONDITIONS. DIMENSIONS AND QUANTITIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. TYPICAL FIELD
CONDITIONS ARE A55UMED 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 APPLICATIONS OF THESE DRAWIN65. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO
UNFORESEEN CONDITIONS OR OTHER FACTORS. THESE DRAWIN65 SHALL NOT BE SCALED. WRITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE.
CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL CODES
NDPES. A SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION SURROUNDING THE WORK AREA MEETING THE REQUIREMENT5 OF THE AHJ
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 DRAINA PFAAKE OR ANY OTHER EASEMENTS
WITHOUT EASEMENT OWNER CONSENT
SWIMMING POOL BARRIER REQUIREMENTS
FBG 6TH EDITION RESIDENTIAL R4301J7JJ THROUGH R45OIJJ7JJ5 RESIDENTIAL SWIMMING, BARRIER REQUIREMENTS BARRIER SHALL BE A
MINIMUM OF 46 INCHES ABOVE GRADE. WITH MAXIMUM OF 2' CLEARANCE AT BOTTOM. NO 6AP5 GREATER THAN A 4 INCH SPHERE. ACCESS
GATES SHALL BE SELF-G1-051N6, WITH SELF -LATCHING DEVICE LOCATED 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 UL 2101. A BABY FENCE AROUND THE PERIMETER OF THE POOL MEETS THIS REQUIREMENT. A SWIMMING BARRIER
AROUND THE POOL AREA THAT MEETS THE ABOVE CODE 15 REQUIRED PRIOR TO FINAL POOL STRUCTURAL INSPECTION AND FILLING OF THE
POOL. BY SEPARATE PERMIT
501L BEARING AND FOUNDATION NOTE5
FBC 6TH EDITION BUILDING, 1803 G,EOTECHNICAL INVESTIGATIONS THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT.
ALLOWABLE BEARING, CAPACITY. BASED ON RATIONAL ANALY515 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 A55UMIN6 2,000 PSF SOIL
BEARING CAPACITY PER TABLE R401.4J. IF DURING EXCAVATION DELETERIOUS MATERIAL (SUCH AS SILT. PEAT. MUCK, CLAY, ETC) 15 FOUND
THAT CANNOT PROVIDE 2,000 PSF. THE ENGINEER SHALL 13E CONTACTED TO PROVIDE DIRECTION
806 5 MILITARY TRAII
DEERFIELD BEACH, FL
33442
PHONE, q54-637-0707
71.
JOB 51TE SPECIFICATIONS 15W/MMING POOL PLAN FOR.
ELECTRICAL CODE. NOTES AND BONDING
FBC 6TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING, POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202
WIRING, METHODS, E4203 EQUIPMENT LOCATION AND CLEARANCES, E4204 BONDING,, E4205 GROuNMNS AND E4206 EQUIPMENT INSTALLATION
FBC, 6TH EDITION RESIDENTIAL E4203.6 OVERHEAD CONDUCTOR CLEARANCES AND FBC 6TH EDITION E4203.1 UNDERGROUND WIRING, SHALL
SPECIFICALLY GOVERN
FM 6TH EDITION RESIDENTIAL E4204 BONDING, EGIUIPOTENTIAL BONDING SHALL BE REQUIRED. THE PARTS (CONDUCTIVE POOLS SHELLS,
PERIMETER SURFACES, METAL COMPONENTS (SUCH AS LIGHT NICHE OR HANDRAIL). UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL
EQUIPMENT AND ALL FIXED METAL PARTS) SHALL BE BONDED USING, A SINGLE SOLID C38 A445 BONDING WIRE, PLACED AROUND THE PERIMETER
IS' TO 24' FROM THE POOLS WATER EDGE, PLACED 4' TO (5' BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE,
CONNECTED TO THE 5TRUCTURAL STEEL REINFORCING, IN FOUR (4) UNIFORMLY SPACED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED
PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THIS PURP05E AND ARE OF STAINLESS STEEL, BRASS,
COPPER OR COPPER ALLOY. THIS SINGLE SOLID 88 AW5 WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES
FBC 6TH EDITION RESIDENTIAL E42043 POOL WATER. WHERE NONE OF THE BONDED PARTS 15 IN DIRECT GONNEGTION WITH THE POOL WATER,
THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORRO5ION-RE515TANT CONDUCTIVE SURFACE THAT EXPOSES NOT LE55
THAN q IN.215800 MM2) OF SURFACE AREA TO THE POOL WATER AT ALL TIMES. IF q 51 15 NOT ACCOMPLISHED BY THE BONDED ITEMS ABOVE,
A POOL13OND PB-2005 (10.1 51). OR EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS IN A RETURN LINE
FBC 6TH EDITION RESIDENTIAL E4203.13 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS
FEW- 6TH EDITION RESIDENTIAL R4501J6 ELECTRICAL. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING, THE BONDING, AND
GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 21 OF THE FLORIDA BUILDING CODE, BUILDING. OUTLETS SUPPLYING POOL
PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH GIRCUITS, WHETHER BY RECEPTACLE OR BY DIRECT
CONNECTION, AND OUTLETS SUPPLYIN6 OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES OPERATING AT VOLTA&E5 GREATER THAN
THE LOW VOLTAGE CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT BRANCH CIRCUITS, RATED 15 OR 20
AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH 6ROUND-FAULT CIRCUIT INTERRUPTER PROTECTION
FOR PERSONNEL
2014 NATIONAL ELECTRICAL CODE (NEC). NFPA 70 SHALL GOVERN OUTSIDE OF THE PROVISIONS ABOVE
NEC, 43032 CONTINUOUS-OUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION
POOL EOUIPMENT AND ANCHORING
FOOL EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE DESIGN FLOOD ELEVATION (FBG 6TH EDITION RESIDENTIAL R322J.4) PLUS
I FOOT OR ACCORDING TO THE AUTHORITY HAVING JURISDICTION
FBC 6TH 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 ASCE 1. EQUIPMENT TIE DOWN SHALL 13E A5 FOLLOWS, HEATERS 4 TOTAL (I
PER SIDE OR 2 PER OPPOSITE SIDES); OTHERS 2 TOTALi 3-1/2' MINIMUM THICK, 3000 PSI CONCRETE SLAB; 3' LARGER THAN ON EACH SIDE
THAN THE EQUIPMENT. 1/4' DIAMETER TAPCON CONCRETE SGREN5 (16000 TENSION, 12gOa SHEAR, 1-1/2' EMBEDMENT IN 2000 PSI CONCRETE) OR
EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTORY PROVIDED HOLD DOWNS OR I' WIDE, 14 GAUGE GALVANIZED STRAPS WITH 2
STAINLESS STEEL, 010 X 3/4' PAN HEAD PHILLIPS 55 50REWS EACH STRAP INTO METAL FRAME OF EQUIPMENT
FOG 6TH EDITION BUILDING IgO7.l GENERAL THE THICKNESS OF CONCRETE EQUIPMENT SLAB SUPPORTED DIRECTLY ON THE GROUND SHALL NOT
BE LE55 THAN 3-I/2 INCHES THICK AND SHALL NOT REQUIRE A VAPOR BARRIER
FBC 6TH EDITION RESIDENTIAL M1305JA.1 GROUND CLEARANCE EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY
SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LESS THAN 3e ABOVE ADJOINING GROUND
FBC 6TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF A HEATER 15 PROVIDED
EQUIPMENT LOCATION AND SCREENING,. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DIE TO UNFORESEEN
CONDITIONS OR OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL
ZONING GORE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING
FLOOD ZONE
FOG 6TH EDITION RESIDENTIAL R322 FLOOD -RESISTANT CONSTRUCTION 5TRUCTURE5 GON5TRUCTED IN WHOLE OR PART IN FLOOD HAZARD
AREAS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ESPECIALLY R322.IZ STRUCTURAL
SYSTEMS 322J3 FLOOD -RESISTANT CONSTRUCTION AND R322.25 POOLS IN FLOOD HAZARD AREAS. IF STRUCTURES CONSTRUCTED IN WHOLE
OR PART IN FLOODWAYS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ASGE 24 AND THE CONSTRUCTION OF THI5 POOL WILL
NOT INCREASE THE DESIGN FLOOD ELEVATION AT ANY POINT WITHIN THE JUR1501GTION
DRAWING ITEMS
LOT' BLOCK. BE.' - MENOERFER DATE. 10-25-Iq
SUBDIVISIONS - ORDER a 350
DRAWN BY. N.A.5,
PLAT BOOK' PAGE' FORT PIERCE, FLOR/DA 34g53 PLAN • Ig07D7-
COUNTY. ST LUCIE SHEET. 4 OF 4
REVIEW
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33441wnYN
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IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND THE 516HATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES