HomeMy WebLinkAboutAPPROVED Lipp Pool Binder With JC Signature{�bbreviat►� Le eg nd'
Up ; Util rtU p a5emerrt
o pp'; pool Alarm
Inlet
0--vac
®-Skimmer
-Main lirain5
,� -L�Gb Light
8' b x I' N paired Bond beam
1e �acinq On All 5ide5
Wig Sheer j�e5cerrt
kce55
Screen �nclosure
All 5tepy A+''d
13enche5 ode Grimm �
III' 10" 2ii Skimmer
0�I ,IW -
'�11 Main brain
100' .b",3n Main Orain
11112�' Sheer vc%crr
b��,b��;2�' 13ubbler5
Acce55 �Auvmenb bl' b" ,2"Vac
on 50e 122' ,2" pod Inlet
Of 5creen _
�8' ,3�� Spa Brain
Inlet
emave
G,6stirc� becklnq
5wimmin pod plan pOr
U5� WpI f N I X16 L w
�0 �� bpAWINGS, OUb�
N01�' N0� M DIY I115Cp�pp1\IC65 51� 129 Np NaranJa AV 3 983
bIM�N510N' port Jt, Lucie, plor►da
N� �011�� A� N�ION 0� b�51GN�,,
13p0UG eciflcat►on
Job 5i�e
5ubdivi5►on.
Vlock;
Lot. page;
plat Book:
prem►er pod 5 & 5pa5
5W
�11►p % Wau, unit I�
�805
Stuart, plor►�31 0901
phone: 95`�
pool
pauip �C �ngineerinq, LAC
�903 Spruce drive
fit, p fierce, �I �q982
j� ��C�NGI,I,C.COM
JC
/ c,�72�519,26�9
Javier
.i II�1� �� ! r -1 �H- Cisneros,
1 !1 L1� �� !PSI �:6:
-1 -1 -1 -1 -1-'.1-Ifir. -1 -� -1 -1 -1 - -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 .mob• I
lil—i 1��1i l it i -11—i1 ,++
11-11-�� r
P2021.07.2
IN
�1-!1-��j.!r!=�.::
- —"— ►�• • /•—•r � 1 1 1 1 1 1
OM
1.11 �.l I%I,.\ �r�p� �1 �1 �PII-IIZ11 �11�11.Z� ��%/�� ZII �II��I�IILII 11� =
J —qu/ -1 :fir ♦ �� ��-11-11 �1-11-11—IIr11�..—..e=11-1�—�1 �1 �11 ��1: Ir'
-1•�. u/ cep' — — — — — — �.►�� / —
1 �il� ���1
- �1 .11..11-11-11-11 �11 �:";•�% �i :�1-11�.■�/ i
5P► WM11E!MI
II III �11 1 i ►�:1 % �/i
.. 1.
i1r'i►" F7 —■ ►.. 1.-1■-
JF .� �i
�'�'�i►ice �1 �1111 �11-1 lillil
G
�1�.�':i•�/'�. III ��'�I �11 � -1 �
��. � �� � I �l�ll 11� I�IP�I 1 1r 1 /////��. t / / • )
11.E®��._i.��►-_.....-1...�.-1.-1:-6r1.-1.:
!:ge—pop i=, _i i=_i �i =i=_i �i :■i :■���
':� lilli i i1►;��,��= �i � � ►�'�. �i�li �1_i ��i :�l�i ��i :� =1�i ��►
�/��/�� r
� Ilil-11-�
1�I 1
��1�
/
�.
�11 �11 1�=� i�► =; �/ ��r/J=1 ►,-�1 P�P�P�P�P�1� �� ����
�!�
�11r11..11-11` 11 I11�11��,I
.Elk1�11�11�11�11��1�'i�1►'.�i�11�11�11�11�11�11�11�1111
I
11��
�
�vrll �11-11-11 i�►�i1 �11 �1-11 III III-11-1 -1 — 011� 1
/
.1
�1-11-11-11-11 �"1�IIL1-1 -1 -1 � IIC
-
LoI -I11-11-11-1.
i
•
/ -,�IGill'ill'�11i11 �� IZIlillill �Ilill �11'IIZII i� r 1
�
� ��-11!11 �11 �11`-11i11 �11�11Z11'11y11i11 �1% �.
.
� . I
�11ZIIZIIZII �llillillillill'il/�
i5 i5 Nof
5upv�Y
�rn
Fquipmert 5chedul e
12e5cription
Ib!
Count;
Manufacturer, Make, Size Or Tgpe
Pump
FI
Jandy 21 HIP Flo Pro V5 W/ Controller
Filter
F2
Jandq Cartridge 460 5F
Chlorinator
F3
Jandq TruClear 5alt
Neater
Jandq 119K Neat Pump
Booster Pump
F5
Jandq I HP Booster Pump
Blower
F6
5pa Blower 2,0 HP
Light
F7
0
JanJq Nichle55 6W LFI2
Light
F8
I
Jandq Nichle5512W LFP
Light
F9
2
Jandq Nichle55 24W LFI2
Automation
FIO
0
N/A
TH Calculations ( Feet)
Pool
Piping &Fittings;
37'50
Chlorinator;
0'50
Filter.
3,25
Neater;
2,50
Total TI2N.
Booster
Piping & Fittings.
20,50
Total TI2N.
64.25
Pirectly From Pool
I
IN
F� Neat Pump With
Fxternal Bypass Valves
Hr
F2
AP5P/ AN51-7 pool & 5pa
AP5P/ AN51-15
This Bata IS For The fool/ 5pa
Flow Cal cs per Standard;
- Water Volume / 360- 33,l GPM
Calculated Flow pate; Note Pools Under 0,000
Gallons, The Calculated Flow Date Or 36 GPM
Whichever 15 Greater - The Filtration Flow pate
5ingle Unblockable? N Two Or More ? Y
If Single Unblockable Indicate Make & Model Number
brain Make & Model #. CMP 811 (255I30
Pump Make & Model #; FI See Schedule
Method Potermininq Flow Irate; Pump Curve Max Flow
Listed Flow Bate; 75 GPM @ 1730 I?PM
5u5tem Flow Date; 36 GPM
15 There An Auxiliarq Load On fhe Filtration Pump? Y
If 5o, What 15 The Auxiliaru Flow pate; 2,1 GPM
Minimum Flow Irate 60 GPM ( Greater Of The Filtration
Flow pate Or The Aux Flow pate Is Powdered Bq The
Filtration Pump)
Suction Piping;
1,5 HP or Less.
Branch Piping 5ize; 2 Inch @ 6 fps or Lower
Trunk Pipinq 5ize; 2 Inch @ 8 fps or Lower
1,5 HP or Greater;
Branch Piping 5ize; 3 Inch @ 6 fps or Lower
frunk Pipinq 5ize; 3 Inch @ 8 fps or Lower
Al Listed Below Piping 15 For Filtration Pump OnIq
Min, Suction Piping 5ize @ 6 fps 3 -Min. Suction Piping
5ize @ 8 fps 3
Min, Peturn Piping 5ize @ 8 fps 3 - Min, Suction Pipinq
Size @ 8 fps 2
Impervious 5ummarU
Filter fgpe & 5ize; F2 5ee 5chedul e
Min, Filter Area Factor In Standard;
- 460 x 375 - 172,5 GPM
( Max, Flow Through Filter Factor, Filter Factor Area X
375 ( Cart) Or 2 (12F) OP, 1,5 ( Sand)
I2e5cri ion.
5,1. Ft,
% of Area
Lot Area.
17,555
1007.
Fxistinq
Impervious.
10,224
6,117.
13uildinq, Priveway, Walkway & Patio
Pro o5ed
Impervious.
1,568
Z7-
Backwash Valve. Yes ( If Yes, Must Be 211 Minimum)
New Pool Patio
Pump 5el ection As Listed On Curve A ( A- <Than
17,000 6a10r C-> Than 17,001 Gal)
Pump Make & Model # ; FI 5ee 5chedul e
Flow Irate 60 GPM 1725 PTM ( Flow Date Must Be <
Or - Max Filter Flow pate
Total
Proposed Impervious.
10,224
58,2%
211 Pool Waste
retain On Site
Pump Controls - Filtration Has No Aux Load - FI0
CP
sc
r
21
N N
o_
0 0
000
E
Pool & 5pa With Neater and Booster Pump
Valve (TT) Filtration Pump With Aux, Load - Control Model For Low
Speed I2efault With 24 Hr 2 Speed fime Clock
Neater Make & Model #. B 5ee Schedule
° FI Gas Neater Ffficiencq Patinq. ( No Pilot Light)
Neat Pump Ffficienq C,O,P - 6,1
5 Wau Valve (TV) Fauipment Pipinq - Minimum 4 Pipe I2iameter5 In Front
Of The Pump And Minimum 18" After Filter For Future
Solar ( I2irectional Peturn Fittings Will Be Installed)
si t�7 1 N
Pool 5pecification5;
5ize. 26' x 16'
Perimeter; 84
brI 3'-6 'to 5'-61'
Area; 369 5a Ft
Volume; 11,900
Co in ; Square Fdge Travertine
file; 611 Standard file
Skimmer. I
F:eturn5; 3
Vac, Line; Yes
furnover.6 Hr, min,
L ightC s) ;
F7 ® F9
See 5chedul e
Swim Out; 15' Total
Finish; Quartz5cape5
P'a I ing5; Yes
Patio; fravertine Paver
Fnclo5ure; Yes
Footers; Fxi5tinq
beck-0-brain; A5 51hown
Automation.
F 0
General Notes; Pool fo Be Built
Under Pre Fxistinq Screen Fnclo5ure,
Pre FxAinq Pecking To Be Pemoved
Around Pre Fxi5tinq Fiber Glass Pool,
Raised 5pa Multi Level Seating,
foppinq Fxi5tinq beckinq W/
fravertine
5pa 5pecificatior15.
5ize; 6' x 5' -9''
Perth.. 3'
Perimeter; 23' -6' 1
Area; 34 51, Ft,
Volume; 763 Gals
furnover; 8 MinS,
5 illwa . 1211
Jets; 4
:ntru 5ten. Notched
Pai5ed; 1211
Notes;
5wimming Pool flan For.
banlel Lipp
129 NF Naranja Avenue
Port St, Lucie, Florida 34983
Job Site 5pecification
Subdivision;
Lot; Block.
Plat Hook; Page;
Counta.{; 5t, Lucie
Premier Pools & 5pa5
7805 5W Fllip5e Wag, Unit 14
Stuart, Florida 5 997
Phone; 954-657-0707
4C Fngineerinq, L.0
590� Spruce Prive
Ft. Pierce, FI 34982
JC@4CFN6LLC,COM
c.772-519-2679
Javier
Cisneros,
RE
2021.07.21 " a.aa.......o.mo
Javie21S-4 057�,F, 72 44
12ai-,: '00'04-
THI5 L?0CWNr 15 FPOrMfl W'. FOP Ir-e 13Y CLIENT
ANP P7 516NKT L? TCIPI f5 ONLY OFFICIAL PLAN513Y
JAVIEP 05NEP05, F.E. ftf NAVE 5F& WITH OPIQN&
516NKLM. IF 51CMIP PI61 ALI.YA60VE, FPINTEIP
COPIF5OF'MI5POCLIM WAITN01 CON PM?
516NEP AT 5MXP ANP THE 516NA111T Mu5f 13E
VEPIFIEIP ON ANY ELECTPONIC COFIE5
Resign; KCC -- Approved; JC
Pate: 07/ 021021
Project # ; 2021-074
Sheet 5chedul e
Site Plan
A,01
Specs & Pipinq
A,02
General Notes
A,05
NFC Notes
A,04
12etail5
A,05
betail5
A,06
A,02 / A,06
I ,
Governing Noses And General Noses
Access From The House Shall Be Fquipped With An FXIt Alarm Complginq With UL 2017, A Babq Fence Around The
Swimming Pool flan For;
I .I ,
2020 Florida Buildinq Code ( FBC) nth Fdition And All Other Codes, pules, Pequlations, And Festrictions Havinq
perimeter Of The pools Meet This Fequirement, A 5wimminq Barrier Around The pool Area That Meets The Above Code
17aniel Lipp
Jurisdiction On The project Shall Govern Including 2020 FBC nth Fdition Buildinq, Fesiderrtial, Fuel Gas And Fnergq
15 Fequired prior To Final pool Structural Inspection and Fillinq of the pool, Bu 5eparate permit
129 NF Naranja Avenue
Conservation,
3,
Soil Bearing And Foundation Notes;
fort St, Lucie, Florida 34983
1.2.
2020 FBC Vth Fdition Fnerciq Conservation F403,10; Shall Be In Accordance With Sections F403,10,1 Through
3,1.
2020 FBC Ith Edition Building 1803 Geotechnical Investigations; Fxception, The Buildinq Official Shall Be permitted
F,403,I0,5, Service Water Heating Has Been Met For This project,
fo Waive The Fequirement for A Geotechincal Investigation Where 5ati5factorq Bata From Adjacent Areas Is Avaliable
Job Site 5pecification
0.
2020 FBC nth Fdition Pesidential Chapter 45, private Swimming pools And Buildinq Chapter 4, 5ection 44,
That bemonstrates An Investigation Is Not Necessary{ For Anq Of The Conditions In 5ection 1803,5,1 Through
5ubdivi5ion;
5wimminq pool And Bathinq places ( public And private) Shall 5pecificallq Govern
I803,5,6 And Sections 180-5,5,I0 fhrough I803,5,11,
Lot; Block;
1,4,
2020 FBC Ith Fdition Private 5wimminq fools F4501,6 Engineering Pesign; Fngineerinq Pesign Has Been Met For
52,
The Buildinq Official Shall Be Permitted To Waive The Fequiremert, Allowable Bearinq Capacity, Based On Fational
flat Book; Page,
fhis Project, Includinq Codes And Feferences, 5pecificallq Within Includinq F4501,6,1 Conformance Standard, nesign,
Analgsis Through Knowledge Of Other Projects In fhe Vicinitq And A Visual Fxamination Of The 5urFace 5oil, Findinq
court : 5t, Lucie
Construction, And Workmanship Shall Be In Conformitq With The Fequiremerrts Of AN51/ AP5P/ ICC 3;
Sand And Dock, The Pool Foundation Has Been nesigned Assuminq 2,000 P5F Soil Bearinq Capacity Per fable
AN51/ AP5P/ ICC4; AN51/ AP5P/ ICCS, AN51/ AP5P/ ICC6, AN51/ AP5P/ ICCV
F401,4,1 If liurinq FXcavatlon Peleterious Material ( 5uch As Silt, Peat, Muck, Claq, EtcJ Is Found That Cannot Provide
!Kremlier
1,5,
2020 FBC 1th Fdition Buildinq Chapter 4, 5ection 4} 41,6,5,10,4; If The Area Is Subject To Hiqh Ground Water,
2,000 P5F, The Engineer Shall Be Contacted To Provide nirection,
'
The Pool Shall Be Pesigned To Withstand Hgdraulic Uplift Or Shall Be Provided With Hgdrostatic Relief l2evice5,
4,
Buildinq Planninq - Glazing;
��A
1,6,
2020 PBC Ith Edition l?4501,21,4 Hgdrostatic Relief 12evice; In Areas Of Anticipated Water fable An Approved
4,1,
2020 PBC lth Edition Pesiderrtial F�08 Glazinq; Glazinq in walls, enclosures or fences corrtaininq or facing hot tubs,
premier Pools & 5pa5
Hydrostatic Felief novice Shall Be Installed Fxception, Plastic Liner Pools
spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom
7805 5W Fllipse Waq, Unit 14
1.7.
2020 PBC Vth Fdition Q,4} 01,63 Water Velocitq; Pool Pipinq 15 Pesigned 5o The Water Velocity Will Not Exceed
exposed edge of the glazinq is less than 60 inches (1524 mm) measured verticallq above any standinq or walking
Stuart, Florida 5 99-7
10 Feet Per Second For Pressure Pipinq and 8 Feet Per Second For Suction Pipinq. Main 5uction Outlet Velocity
surface shall be considered to be a hazardous location, This shall apply to single glazinq and each pane in multiple
Phone; 954-657-0-10-1
Complies With AN51/ AP5P/ ICC7, Fxception, Jet Inlet Fittings Shall Not Be l2eemed Subject fo This Pequiremerrt,
glazino Exception; Glazinq that is more than 60 inches (1524 mm) , measured horizontally and in a straight line, from
1,8,
Concrete Shall Conform To The Latest Fdition Of ACI 501 And ACI 518, With Minimum 28-bay Compressive Strength
the water's edge of a bathtub, hot tub, spa, whirlpool or 5wimminq pool or from the edge of a shower, sauna or steam
4C Fngineerinq, L�C
Of 3000 P51, Pool Concrete Can Be Applied Pneumatically And Shall Conform To ACI 506,2
room
590� Spruce Prive
1,9,
Feinforcinq Steel Shall Conform To The Latest Fdition Of A5fM A615, Grade 60 And Have A Minimum Lap Instance of
5,
Pool Equipment And Anchoring,
Ft. Pierce, FI 34982
18 For fensiorl And Compression Pevelopment And To Meet The Fequirements Of AC1318
51.
2020 FBC Ith Edition 132214 Fstablishinq l2e5ign Flood Flevation; Pool Fquipmerrt Flevation 5hall Be At A Minimum
JC@4CEN6LLC,COM
1,10,
2020 FBC Ith Fdition Buildinq 19055: Glass Fiber Feinforced Concrete ( GFFC) And The Materials Used In Such
Of The Resign Flood Elevation Or Accordinq To The Authority Havinq Jurisdiction
c,772-519-26-79
Concrete Shall Be In Accordance With The PCI MNI, 128 Standard, If Shown of The 2rawinI
5,2,
2020 FBC lth Edition Buildinq 1620 HVHZ Wind Loads And 1621 HVHZ Overturninq Momerrt and Uplift; Pool
Javier
1,11,
Pool Pipinq Shall Be National 5anitation Foundation ( NF5) Approved And Schedule 40,
Fquipment Shall Be besigned, Constructed And Installed To Meet The Fequirements Of A5CF -7, Equipment Tie Pown
Cisneros,
1.12.
The Fngineer Is Not Pesponsible For Any Fncroachment Into Fasemerrt Or Setback, Fven If Approved By The Authority
Shall Be As Follows; Heaters 4 Total ( I Per Side or 2 Per Opposite Sides) , Others 2 Total, 3111 Minimum Thick,
P.E `-,
Having Jurisdiction
3,000 P5l Concrete Slab, 3" Larger Than On Each Side Than The Fquipmerrt; 4" Piameter Tapcon Concrete Screws
2021.07.21
1,13.
These frawings Are The Property Of Javier Cisneros, P.F.. Use Of These frawings Without Permission From The
(1600# Tension, 1290# Shear, 12" Fmbedmerrt in 2000 P51 Concrete) Or Equal With Stainless Steel Fender
, �-1G4 P.E. # i 0044
Engineer 15 Prohibited And In Violation of 2020 FBC nth Edition
Washer Into Factory Provided Hold liowns Or I" Wide, I� Gauge Galvanized Straps With two (2) Stainless Steel,
.352
'00'04-
1,14,
Use Of These nrawings By The Contractor Indemnifies and Holds Harmless The Engineer For All Costs And Pamages
#10 311
bd e
Includin Le al Fees Fesultin From Material Fabrication, 5 stem Frection And Construction Practices Pe and Which Is
q q g � �
x q- Pan Head Phillips Stainless Steel Screws Fach Strap Into Metal Frame Of Equipment
t70CLIMENi
Called For Local, State And Federal Codes And From lieviations Of These Plans Exce As Ex ressl Provided Herein
p
5 ,�,
2020 FBC Ith Edition Buildinq 1901,1 General; The Thickness Of Concrete Fuiqpmerlt 51ab Supported Pirectly On
THIS IS pR01'pIETAKY. FOP LISE 13Y CLIENT
ANPP1 51GNATE71TCIPIENT5ONLY OEEICALPLAN513Y
I .I S,
Existin Conditions, bimensions And Ouarrtities Shall Be Field Verified B Contractor Prior To Construction, f Ical Field
q y yp
The Ground 5hall Not Be Less Than 2 Chick, A Vapor Barrier Is Not Fequired If The Pool Equipment Will Not Be
JAVIEF 05NEp05, I' E. ftf NAVE 5M w N OKION&
LYAf30ON5IL TEn
Conditions Are Assumed In The liesi n� Should An thin biffer From That 5 ecified Herein Or Standard Field Conditions,
g y g p
Enclosed At A Later bate
COPIF5or 15I0CUWNf
51CMP OE THIS XP AN NT O� No coNJ5f I n
SIGNEnANnsE�.EnANnTHESIGNATur�Mu5T6E
MIEIEI7 ON ANY UCTF.ONIC COPIE5
Additional Engineering May Be Fequired And The Engineer Shall Be Contacted To Provide liirection, Care Shall Be Taken
5,�,
2020 FBC nth Edition Fesidentlal MI305,1,�,1 Ground Clearance; Fquipmerrt Supported From The Ground Shall Be
By Contractor In Al Applications Of These 12rawings, The FquipmerkAnd Pipinq Physical Location May biffer In The Field
Level And Firmly Supported On AConcrete Slab Extending Not Less Than 3 Inches Above Adjoining Ground
nesign; KCC -- Approved; JC
Pue To Unforeseen Conditions Or Other Factors These 1rawing5 Shall Not Be Scaled, Written bimensions Shall Take
5 5
FBC 6th Fdition f esidential M2006: This Section Shall Apply To This Project If A Pool Or Spa Heater Are To Be
bate; 07/ 021021
Precedence, Contractor Shall Be Fes onsible To Locate And Install Items In A Location That Meets Local Codes
p
Installed,
Project #; 202I-074
I ,16 ,
NnPES; A Silt Fence Shall Be Installed Prior To Construction Surrounding The Work Area Meeting The Fequiremerrts Of
5,6,
E ui meat Location And 5creenin The E ui meat And Pipinq Ph sical Location Ma biffer In the Field 17ue To
q .p g� q p p q � y
The Authority Havinq Jurisdiction
Unforeseen Conditions Or Other Factors Contractor Shall Be Fesponsible To Locate And Install Items In A Location That
Sheet Schedule
I ,I7,
Contractor Shall Be Fesponsible To Secure And Protect All Material Brought On Site, Shall Festore Al Areas Impacted
Meets Local Zonin Code And fo Provide Code Compliant Landsca e Or Fence 5creenin
q p p g
Site Plan A,OI
By The Construction Work To The Preexisting Condition Or Better And Shall Not Impact Prainage/ Lake Or Any Other
6,
Flood Zone;
Specs &Piping A.02
Easement Without Easement Owner Conserrt�
6,1,
2020 FBC nth Fdition U22 Flood-Fesistant Construction; Structures Constructed In Whole Or Part In Flood Hazard
General Notes A,03
2,
Swimming Pool Barrier Fequirements;
Areas Shall Be nesigned And Constructed in Accordance With The Provisions Of This 5ection And In Accordance With
NFC Notes A,04
D.
2020 FBC Ith Fdition Fesidential F,*01,1-7,1,1 Throuqh P,4501,1,1-7,1,15; Fesiderrtial Swimming Barrier Fequirements
A5CE 24, This Project Must Adhere To F322,1,2 Structural 5g5tem5, 522,1.5 Flood Fesistant Construction And
betails A,05
Barrier Shall Be A Minimum of 48 Inches Above Grade, With A Maximum Of 211 Clearance At Bottom, No Gaps
F322,2,5 Pools In Flood Hazard Areas As Fstablished B fable F301,2(1)
�
betails A,06
Greater Chan A 4 Inch Sphere, Access Gates Shall Be Self Closinq, With 5elf-Latchinq novice Located Minimum of 54
Inches Above Grade On fhe Pool Side And Swing Outward Away From The Pool, Al 17oor5, And Windows Providinq Pirect
A,05 / A,06
I,
2011 National Electric Code ( NFC) and NOfFS; NFPA 70 - 2017 shall 5pecificallq govern, includinq
• Underwater Luminarie5, This Section Covers All Luminaries Installed Below The Maximum Water bevel Of The Pool,
5wimminq Pool flan For;
•
Article 450,�2 Corrtinuou5-PAq Motors. Each motor used in continues dutq application shall be protected against overload
•• Wet- Niche Luminaries; Forming Shells 5hall Be Installed For The Mounting Of All Wet -Niche Underwater
baniel Lipp
•
Article 680 5wimminq Poo15, Fountains, and Similar Installations
Luminaries And 5hall Be Fquipped With Provisions For Conduit Entries, Metal parts Of The Luminaire And
129 NF Naranja Avenue
•
Article 680,5; Ground -Fault Circuit Interrupters ( 61`05) Shall Be Self -Contained Units, Circuit -Breaker Or Peceptacl e
Forming Shell In Contact With The pool Water Shall Be Of Brass Or Other Approved Corro5ion-Fe5i5tarrt
port 5t, Lucie, Florida 34983
fgpes, Or Other Listed fgpes,
Metal, All Forminq Shells Used With Nonmetallic Conduit 5g5tem5, Other Than Those That Are part Of A Listed
•
Article 680,6 6roundinq, Flectrical equipment shall be grounded in accordance with parts V, VI and VII of Article 250
Low -Voltage Liqhtinq 5g5tem Not Pequirinq 6roundinq, Shall Include Provisions For ferminatinq An 8 AWG
Job Site 5pecification
and connected bq wirinq methods of Chapter 3, except a5 modified bq thi5 Article, The following equipment shall be
Copper Conductor. Wirinq Fxtending Pirectlq fo The Forminq 51he11, Conduit Shall Be Installed From The Forminq
SubdivlSlom
grounded; ( 1) Through -wall Iightinq assemblies and underwater Iuminaire5, other than those low -voltage Iightinq products
51mell To A Junction Box Or Other Fnclo5ure Conforminq fo The Pequirement5 In 680.24. Conduit Shall Be Pigid
Lot, Block
listed for the application without a grounding conductor ( 2) Al electrical equipment located within 1,5 m ( 5 ft) of the
Metal, Intermediate Metal, Liquid fight Flexible Nonmetallic, Or pigid Nonmetallic,
flat Hook; Page,
inside wall of the specified bodq of water ( 3) Al electrical equipment associated with the recirculatinq 5g5tem of the
•• Conduit; Metal Conduit Shall Be Approved And Shall Be Of Brass Or Other Approved Corro5ion-pe5i5tarrt
Counts.{; St, Lucie
specified bodq of water ( 4) Junction boxes ( 5) fransformer and power 5upplq enclosures ( 6) Ground -fault circuit
Metal, Where A Nonmetallic Conduit 15 U5ed, An 8 AWG Insulated Solid Or Stranded Copper Bonding Jumper
interrupters ( 7) Panelboard5 that are not part of the service equipment and that 5upplq anq electrical equipment
Shall Be Installed In fhis Conduit Unle55 A Listed Low -Voltage Lightinq 5g5tem Not Pequirinq 6roundinq 15 Used,
!Kremlier
associated with the bodq of water
The Bonding Jumper Shall Be ferminated In The Forminq Shell, Junction Box Or fransformer Fncl o5ure, Or
'
•
Article 680,8 Cord -And -Plug -Connected Fquipmerrt, Fixed Or 5tationarq Equipment, Other Than Underwater Luminaries,
Ground -Fault Circuit Interrupter Fnclosure, The Termination Of The 8 AWG Bonding Jumper In The Forming Shell
For A f ermanentIq Installed pool Shall Be permitted fo Be Connected With A Flexible Cord And plug To Facilitate 1he
Shall Be Covered With, Or Fncap5ulated In, A Listed f o inq Compound To protect fhe Connection From The
premier Pools & 5pa5
Femoval Or Pi5connection For Maintenance Or Pepair, For Other Than Storable Poo15, The Flexible Cord Shall Not FXceed 3
Possible Peterioratinq Effect Of pool Water,
1805 5W Fllipse Waq, Unit 14
Ft, In Length, Fquipment 6roundinq, The Flexible Cord Shall Have A Copper Fquipment 6roundinq Conductor Sized In
• Article 680,24 Junction Boxes And Flectrical �nclo5ure5 For Transformers Or Ground -Fault Circuit Interrupters,
Stuart, Florida 5499-7
Accordance With 250,122 But Not 5maller Than 12 AWG, fhe Cord Shall Terminate In A Grounding-fgpe Attachment f Iuq,
•• Installation; Vertical 5pacinq, 1he Junction Box Shall Be Located Not Le55 Than 4 In., Measured From The
Phone; 954-657-0101
•
Article 680,9 Overhead Conductor Clearances, Overhead conductors shall meet the clearance requiremerrt5 in this
Inside Of The Bottom Of The Box, Above The Ground Level, Or Pool fleck, Or Not Le55 Than 8 In, Above The
section. Where a minimum clearance from the water level i5 given, the mea5uremerrt shall be taken from the maximum water
Maximum Pool Water Level, Whichever Provides The Greater Flevation, Horizontal 5pacinq, The Junction Box
4C Fngirieering, L�C
level of the specified bodq of water. ( A) Power. With respect to Service -drop conductors, overhead service conductors,
Shall Be Located Not Le55 Than 4 Pt, From The Inside Wall Of The Pool Bq A Solid Pence, Wall, Or Other
590� Spruce Prive
and open overhead wiring, 5wimminq pool and similar installations shall compIq with the minimum clearances given in Table
Permanent Barrier Flush beck Box, If Used On A Lightinq 5g5tem Operating At The Low Voltage Contact Limit
Ft. pierce, P134982
680,9( A) and illustrated in Figure 680,9( A) , ( B) Communications 5g5tem5, Communications, radio, and felevi5ion
Or Less Shall Be Permitted If Located Not Le55 Than 4 Ft. From The Inside Wall Of the Pool.
JC@4CEN6LLC,COM
coaxial cables within the scope of Articles 800 to 820 shall be permitted at a height of not l e55 than 10 ft above
• Article 680,26 - Fquipotential Bondinq; The Equipotential Bondinq Pequired Bu This Shall Be Installed fo peduce
c,772-519-26-79
5wimminq and wadinq pools, divinq structures, and observation stands, towers, or platform5,
Voltage Gradients In The Pool Area. This Section 15 NOT Intended To Provide A Path For Ground -Fault Current.
Javier
•
Article 680,I0 Flectric Pool Water Heaters. All electric pool water heaters shall have the heating el ement5 subdivided
•• ( B) Bonded Parts Shall Be Bonded fogether USinq Solid Copper Conductors, Insulate Covered, Or Bare, Not
Cisneros,
into IoaJ5 not exceeding 48 amperes and protected at not over 60 ampere5, The ampaciI of the branch -circuit
5maller Than 8 AWG Or With Pigid Metal Conduit Of Brass Or Other Identified Corro5ion-Pe5i5tant Metal
P. E
conductors and the ratinq or setting of over -current protective devices Shall not be I e55 than 125 percent of the total
•• C B) ( 1) ( b) ; Copper Conductor Grid Shall Be Constructed of 8 AWG Bare 5ol id Copper Conductors Bonded
*..
nameplate -rated load,
To Each Other At All Points of Crossing ANP Conform To The Contour Of The Pool ANP Be Arranged in a
021.07.21 .0�...00
•
Article 680,11 Underground Wiring Location, Underground wirinq shall be permitted where installed in rigid metal conduit,
12 xl2 Network Of Conductors In A Uniformlq Spaced Perpendicular Grid Pattern With A Tolerance of
J r�, �+ 44
intermediate metal conduit, rigid polgving1 chloride conduit, reinforced thermo5ettinq resin conduit, or fgpe MC cable,
ANP Secured Within or Under The Pool No More Than 6 in From The Outer Contour Of The Pool Shell
bat.: '00'04-
5uitable for the conditions Subject to that location, Underground wirinq shall not be permitted under the pool unless this
•• ( B) ( 2): Perimeter Surfaces To Be Bonded Shall Be Considered To Fxtend For 3 Ft Horizontally Begond fhe
m15L?OCWNr15'kOrMfAKY. FOP Ir-e 3YCLEW
wirinq 15 nece55arq to 5uppIq pool equipment permitted bq this article, Minimum cover depths shall be a5 given in fable
Inside Wall Of The Pool And Shall Included Unpaved Surfaces And Other fgpe5 Of Pavinq, Perimeter Surfaces
ANP P1 51GNATE?TCIPIBf5ONLY OEEICNLPLAN513Y
JAVIEF 05NEPO5, F E. MU5rr NAVE 5M w N oVION&
300,5
5eparated From The Pool Bu A Permanent Wall Or Buildinq 5 ft Of Height Or More Shall pequire Fquipotential
SIGNATURE. IESIGNE 7IGTN YA6ovE,G�N E
COPIES of fHI5 nocuM WM No1,coN51PM?
•
Article 680,13 Maintenance Pi5connectinq Means, One Or More Means To 5imultaneou5lq 12i5connect All Undergrounded
Bondinq Onlu On The Pool Side Of The Permanen'p t Wall Op Building, Bondinq To Perimeter Surfaces Shall Be
SIGNEnANP 5MXPANP fNESIGNArurTMJ5rI
MIFIEn ON ANY UcmoNic COPIES
Conductors Shall Be Provided For All Utilization Fquipment Other Chan Lighting, Each Means Shall Be Peadil q Accessible
Attached fo The Pool Peinforcinq Steel Ol: Copper Condcutor Grid At A Minimum of Four ( 4) Points UniformIq
And Within Sight From Its Equipment And Shall Be Located At Least 5 Ft. Horizontallq From The Inside Walls Of A Pool,
Spaced Around The Perimeter OF The Pool.
be5ign; KCC -- Approved; JC
5pa, Fountain, Or Hot fub Urle55 Separated From The Open Water Bu A PermanenI Installed Barrier That Provides A 5
•• C B) ( 2) ( a & 6): Structural P.einforcinq Steel Shall Be Bonded At Least One Minimum 8 AWG Bare Solid
Pate: 07/ 021021
Pt, Beach Path Or Greater, This Horizontal Pi5tance Shall Be Measured From The Water' S Fdge Alonq The Shortest Path
Copper Conductor, ANP Shall Follow The Contour Of The Perimeter Surface AMP 5hall Be 18 in to 24 in From
project # ; 2021-074
Pequired To Peach The 256onnect,
The Inside Walls Of The Pool And Shall Be Secured Within Or Under The Perimeter Surface 4 in to 6 in Below
•
Article 680,22 Lighting, Peceptacl e5, and Fquipment, ( A) Peceptacl e5, ( 1) Pequired Peceptacle, Location, Where a
The 5ubgrade,
Sheet Schedule;
permanently installed pool i5 in5talled, no fewer than one 125- volt, I5- or 20-ampere receptacle on a general-purpose
•• ( C) Pool Water; Where Non Of The Bonded Parts 15 In 12 red Connection With The Pool Water, The Pool
Site Plan A,01
branch circuit shall be located not l e55 than 6 ft from, and not more than 20 ft from, the inside wall of the pool, fhi5
Water Shall Be In Pirect Contact With An Approved Corro5ion-Pe5i5tarrt Conductuve Surface That Fxpo5e5 Not
Specs & Pipinq A,02
receptacle shall be located not more than 6,5 ft above the floor, platform, or grade level 5ervinq the pool, ( 2) Circulation
Le55 Than 9 in2 of Surface Area To The Pool Water At Al fime5 And Shall Be located Where It 15 Not FxpoSed
General Notes A,05
and Sanitation 5U5tem, Location, Peceptacl e5 that provide power for water -pump motors or for other I oad5 directlq related
To Phg5ical damage Or Pidodgement Purinq usual Pool Activities
NFC Notes A,04
to the circulation and sanitation 5g5tem shall be located at least, 6 ft from the inside walls of the pool, fhe5e receptacl e5
Petail5 A,05
shall have GFCI protection and be of the groundinq tgpe, ( 3) Other Peceptacl e5, Location, Other receptacl e5 shall be not
Petail5 A,06
less than 6 ft from the inside walls of a pool, ( 4) GFCI Protection, Al I5- and 20-ampere, 5irngle-pha5e, 125-volt
receptacl e5 located within 20 ft of the inside walls of a pool shall be protected bq a ground -fault circuit interrupter.
A,04 / A,06
0' To 3' - 8'' Thick W/ 5wimming Pool flan For:
#3 At 611 O.C. Fach Wag baniel Lipp
129 NF Naranja Avenue
3' To 5' - 6" Thick W/ fool Port 5b, Lucie, Florida 3z4983
#3 At 6" O,C, Pach Wau 6' 26' ratio
Job Site Specification
3 .: House Or pool -
<`. Column Patio ,611 I� 6 4' Subdivision;
17
Outside Angle Of Popose ; . "-:;'. — Lot; Block;
Greater Than 5' 611 thick Water Level
W/ #3 At 10" O C — flat Book; Page,
1II-1I 3, 611 I Count : 5t, Lucie
III_.— — _ '.III
each Wau � hooter �' ��.::; ; ., 12 —III-III_ 11=III=.. �, , �... � .`:r 5 i , G l l
11
I I 1=1 I III —III— 17 Max, Slope I I 5ee fgpical Wall I =1I _I_ :''.:.. I— !Kremi
III —III= 7— ,..:...:...;... pool brain I
Angle Of Fepo5e Section For betail5 —III=111=1 1=III=11 ==` "`;';'''
I I=1 I I-111=1 11=1 11=1 11=1 11=1 I I =— " �• -• .�- �.: —I 11=
Not 10 5cal e Stairs — —I11=III=III=III=111=....;•. ' ' = I=1I1=1 Premier fools & 5pa5
7805 SW �Ilipse Wau, Unit I�
Per FBC 183,13 Fxcavation5 Pelated To An l e Of Pe o5e, The Potail Above Is Pe resentative Of A 5" bee Pool I I ° Pool Wall Slope (Tup)
q p ` p p longitudinal Section 'd Pock Bed Stuart, 3g997
Section Adjacent To A 5tructure With A Foundation PoO Of 1211, The extra 5teel, 5heathinq And 5horinq Applies On1u Ngdrostatic Pelief ( size Varies) Phone; 95 Floridaorida 5 0707
To Those Areas Of The Pool/ Spa That Fall Within The Angle Of Pepose, For Other Pepth5, The Angle Of Pepo5e In With & %air5 Valve 12"
Which PXtra Steel, 5heathinq And Shoring Are Peauired Shall Be Potermined Bu The Followinq; If Pool Structure Is Not To Scale Well Point 4C Fngirieering, L.0
Within An Area Faual To Pepth Of Pool Minus Adjacent Foundation Poo plus I' Of Fxistinq Structure, Then Shoring 590 Spruce Prive
And/ Or 51heathinq And/ Or Fxtra Steel 15 Pequired, I,F.(Pool Poo) - (Adjacent, Foundation Poo) + I' Ft, Pierce, I'134982
JC@4C�N6LLC,COM
P,ocuired Panel c,772-519-26�9
Tqp, 811 Pool brains W/ Approved Covers 2P 60A Breaker PVC Conduit W/ 2-#6 Not, Javier
CAN51/A5M� Al12,19,8-2007) With I50 GPM Feeding Pool I-#10 Ground, I-#10 Neutral Cisneros,
Max Latin At 2,12 F,r,5 C Floor pate) �xistinq Meter Per fable 250,66 Grounding a,
q With 200 �p P.Efe
.<u..q.
electrode Conductor For Alternatin
Main Breaker WP GPI 6' Pool g 2021.07.21
TAP 8 F,P 5 To Pump Max. Panel Current SUstems Javi1` q ��� P,�µ # i 0844
To 20 From
3' Min. 5ee Piping Schematic for Sizes Power Companq Water pd,e '00'04-
2,7 HP Pool Pump 3# # - 12, I - 12 GpNn,
5ee Page A2 For firain f%etai Chlorinator 2-#12, -#12 6FMP. TH15JOCWNi15PrOr IETAkly. FOP LI5E13YCLEW
ANP P7 516NATE? TCIFIENT5 ONLY OFFICIAL PLAN513Y
tW brain Selection JAVIEF 05NEp05, F.E. MU5f NAVE 5EAI. w N OVIONN.
Neater3-#6, 1-#6 6PNP 51GNAUK.IFs1GNEnnIGIrALYAr�ovE,FAINE
g _ I �8 Min, . Junction # ## s1GN n AANNn 5MXP ANP fNA 516NNAAIIM MJ5fII 8" Min, 2 0 Air Blower 2- 12, I- 12 Gf?Nn
HE
vEPIFIEn ON ANY ELEcmoNlc coplEs
Coping I ,O HP Booster Pump 3-# 12, I-# 12 GpNn,
Paver Pavers Set In Sand On Pool 1/�/�r f%esign; KCC -- Approved; JC
Water Level Compacted Fill bate: 07/ 021021
ratio Level Pool beck Level
3 8" - I ' Slope "Hon -Corrosive Conduit 2 # 12, 1 # 12 6FNP. Project #: 2021-074
file To Or
5ee fgpical Wall p
Approved Finish Front Fdge Jandq Nitchele5s L.V. Lights C Pool) W. Low 5heet Schedule;
Section for betails Water Cut Off Pevice5, q 11-611 Below Water Site Plan A,01
1011 x 1211 Bond Beam W/
�}-#�} Continuous #3 -10"XI01 Specs & ripinq A02
Corrtinuou5 Grid W/ electrical biagram Kiser General Notes A,03
fgPical Wall Section Steel fox Form Or Ma5onile 5wim0ut 5ection NFC Notes A,04
311 Min, Cover
2.1 HP Pool Pump, Chlorinw Chlorinator, Neer/ Chiller, betail5 A,05
Or Min, 8" rl�wood I _ I 2,0 HP Air Blower, 1,013oo5ter Pump & Lights Potail5 A,06
Not fo Scale
A,05 / A,06
20 Brace at 24" O,C. Anchored To Slab W/
" Tapcon And Nailed To 5horinq W/ 2-16r Fxistinq House
Bearinq Wall
5ee plan °
------ 7
Continue For rim IF No Patio Floor Available, Use
20 House Wall For Anchorinq With 20
Continuous Alonq Wall, Use 16d nails
Pool III II II�II�II .:°I 111 alll l�lll l� Illy @ 12'' O,C, For Wood To Wood
III=III=1I II II. l�l
Wall ll
Fxistinq House Floor Or patio
Plgwood 51heatinq On 20 Vertical Brace
111L 111111=11 At 24" OC rriven Into Fxistinq Grade
Note, 51heetinq To Pemain 5horirng & 5heeting retail
In Place Until Backfill 3i
8
Water Level
Per AN51/ N51P1-5 4.12.10, Where
Provided, The Vacuum Or Pressure
Cleaner F ittingC s) 51hall Be Located In
Vacuum F itinq .
An Accessible Position At Least 6 Inches
W/ Self-Closinq
And Na Greater Than 18 Inches Below
Safetq Cover
The Minimum Operatinq Water Level, Or
As An Attachment To The 5kimmer, All
Vac Line betall
Cleaner Suction Inlets 51hall Be Protected
Bq An Approved, Permanerrrliq Installed
Self Closinq Flapper Assembly,
121, Wide 5pillwau
12" paired To Pool 6 x
Pool Copinq Water Level Tile Finish
Pool Patio
Frrtry Step
1011 Thick Walls & 3 Bench
611 Thick Floor W/
# 11
5 a ram Wa To fyp, 811 Pool brains W/ Approved
p To Pump Covers ( AN51 / ASMF
Be rouble Steel Al12.19.8-2001) With I50 GPM
Max patinq At 212 F,P,S ( Floor Date)
5ee Typical Wall Spa 5ection Raised
5ection For retails W/ 5pillwau
I�l_II
Hartford Loop Constructed In
Pool / 5pa Wall
Air Blower
1
Pool / 5pa Wall
extend #3 At 10" OCFW
From fool Wall Into 111 Cream
4 Sheer ��
paired Beam retail
With 5heer
NT5 e
Water Level
Venturi Jet
Hartford hoop
Plumbing For Over 25 Feet
From Fool/ 5pa Wall
NT5
Pool Patio 3„
-71—AII
Water Level
fillI111
Continuous Grid
a:.
-5" Minimum Steel Cover
:�
3" Minimum Steel Cover
Fxcavate rirt Bottom @ 4'
Note:
Tread and piser Between fop And
Bottom fread Shall Be Uniform To
Within 2" In Width And Height
121, Min, To
Water Level
Riser Height Max; 10''
Tread Width Min, 10'' Min
a 3�
Fntru 5Lep With
Sect ion
Swimming Pool flan For:
raniel Lipp
129 NF Naranja Avenue
Port 5t, Lucie, Florida 34983
Job Site Specification
Subdivision;
Lot: Block;
PIA Hook; Page
counts : St, Lucie
Premier fools & 5pa5
1805 5W Fllipse Wau, Unit 14
Stuart, Florida 5 99-7
Phone: 954-657-0-70-1
4C Fngineerincl, LLC
590� Spruce rrive
Ft. Pierce, FI 34982
JC@4CFN6LLC,COM
c,112-519-26-79
Javier
Cisneros,
P.
2021.07 2E
JaviNC4210 KF, # i 08��
b,�,e '00'04-
TH15 POCLIMM 15'kOr IETAKY. FOP Ir-e 13Y CLIENT
ANP P7 516NKE? TCIPI f5 ONLY OFFICIAL PLANS 13Y
JAVIEP 05NEP05, F.E. ftf NAVE 5M WITH OPION&
516NKLM. IF 51CMIP t71GIfALI.YA60VE, FPIWT P
COPIES OF TNI5 POCLIM W AFT N01 CON51PM?
516NEP ANIP SEALED ANP THE 516NA111T MJ5f Ii
VEPIFIEIP ON ANY ELECIP.ONIC COFIES
resign; KCC Approved; JC
Pate: 07/ 021021
Project #: 2021-074
Sheet 5chedul e
Site Plan
A,O1
Specs & Pipinq
A,02
General Notes
A.05
NFC Notes
A,O4
retails
A,05
retails
A,06
A,O6 / A,O6
Sheet 2 of 3 (Sketch of Survey) - See Sheet 3 of 3 for Legal Description. Certifications. Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS 1
BEARING REFERENCE:
NORTH LINE OF N.E. NARANJA AVENUE AS N. 71'30'00" E.
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
w
SCA
5ET RO
CAP P.5.�
M-NE55
OF°5E' I!
fitted Easements, Notable or Adverse Conditions (unplatted easements also listed if provided by client):
ITE # 6 AS SHOWN ON SAID PLAT STATES "UTILITU EASEMENTE ARE LOCATED ALONG LOT LINES AS DESCRIBED
RESTRICTIVE COVENANTS RECORDED BY SEPERATE INSTRUMENT" AND HAVE NOT BEEN SUPPLIED TO, OR REASHERCHED BY THIS OFFICE.
This survey has been issued by the following Landtec Surveying Cite: PLEASE NOTE:
600 Fairway Drive -Ste. 101 SUBJECT PROPERTY IS SERVICED BY PUBLIC UTILITIES.
Y NO APPROVAL FOR CONSTRUCTION HAS BEEN MADE BY THIS OFFICE.
Deerfield Beach, FL. 33441 JobNumber: 89521SE
Office: (561) 367-3587 Fax: (561) 465-3145 DrwBy: B.ZAB
i
Rev.:
Rev.:
I www.LandtecSurve .com
y Date o(Fidd Work : 04t3012018 Rev.:
LANDITEEC
S U R V E Y I N G
Fkoudy Serving Fbnda'• Land Tate 6 Real F: r.tatw Industrws
... mcasura64y better-!