00-1165-004 POOL PATIOL_T0-8E-4-THIGtC.MIN,CONC.WITH TO SERVICE PANEL T.C.
I ROW OF TILE JB 6" X ID WIRE MESH ON CM4PAACIED t3ROUND
4 �- I1H ALL 0..14 GANIC_MATER1ALS dl:rAOV�CD -`o v(.P,bTSCONNECT,� +—. B"Xe"MON0111 �C 10GG' -WATER LEVEL 1'R P t }8 1,�FOOTINi3 WITH 1 3 l C PUMi MOTOR
a' 0 1;1 MAX.SLO E N ILE 1 _ SWITCH i 4.t a�1.t1,J SHALLOW t Nb 4' IxV iRANS
LiQI1T - !� SIVE t`. 1 3 it 12'5 IN 1 12"COND.
CONO. VARIES 3 it 1 TN 1/2"COND.
2"•b"MIN. ( !►1 AT-li'(:•C EACH WAY 1213 SJ P.V.C.COND.
IT3 DOWELLS ON 12"C•C NOIE:SEE GENERAL NOTE 00
'4""`""""'Sit:t:lTEX FORM OR KRAFT BOARD
WHITE MARS 1 r NOTE:C3PEN POOL FO Of MIN.10' FROM OVERHEAD POWER LINES.
PLAS ER FINIS ri COVERED POOL TO BE MIN. T'6-FROM VETIHEAD POWER LINE3.
• FOR DEPTHS OVER W ADD EXTRA 03
POOL 101' FIN.GRADF-�('!,,O 30 ~� f COVE BARS AT 12"C-C VERTICAL A HOWN i TO'ZD"FROM W.L, INOT Rt:41UIRt p WHIN EXISTING 10'20"FROM POOL.)
FLOOD CRITERr ./-!� _5T ^'-- �- a.• .�
Mluffa
� z'nl.v.l.Y ` ovt=RFlow /
��' l�� TY�'Ili'.,�!►�c®ECTIOIY THR[lr PQOi. U�
� 1f.b.
USE N 1
!" „ Inspection of the site Indicates undisturbed&and and rock with abeartugvafueof200opsF �f �,.. •�„�•J �v
+ =� Alter excavation a letter will be submitted to the building deparunent by the design engineer — Q :•.:
fQ attesting that the site has been Observed and conditians are dailli&r to those upon which the °°• - ,
dosignwasbased. S.F.b.C.2403.1.d ,. i
6 0 10 12 13 14 16 10 20 22 24 L•
POOL BOTTOM SLAII i11ICKNL-SS (IN.) o , 4
HYDR =T1"rMELC11 T .
5001.5 SPZCIAL PR • i
FSZA F�.�2L_._�S�TT.Q,NLl3i�3 . . . gvrsrorTS �w l�►]►.�,1ilak'l.UUT_.t2Z '1►I 112
W All SWImmltg p0u,spas•sad hot tubs areas shall be provided' +
NOTE: REMOVE ORATE AND WEIL POINT PLUG FROM 1PC0iisnwtsaf'etywsminjOpIna�yvt slblolocattonfrortt' P lded with'a OR ���Q
MAIN DRAiN.AND ATTACH AUXILIARY PUMP tltethepoolget. ,
LINE.WHEN EMPTYING t'OOI. (i).. $ttcb sale � I.ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.600 NEC.
toleran"k guoiy add dealpq as set fOA la App�dixbF of the St dud set f rth in 2•ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONC.
DRAW tO BE SubsecdOR5001.x(b)luscia.' WiTH A 20 DAY MIN.COMPRESSIVE STRENGTH OF 3000 PSI.
FASTENED WITH
HYDROSTATIC VAI VE SCREWS ' (i) �chsafetywar bgSign shall wam agdWt shallow water, r a•ALL REINFORCED STEEL 10 CONFORM 10 A.S.T.M. 615 GRADE 60
diving, preYratiott of droWil g tad Ineiudc eo following statement: "There _ ;ra1r '
laut4 mint.,adult supervWon ottunaU cltlldreft,It Is Strongly recommended that at. ,d-MAIN DRAIN GRATE TO RAVE A FREE AREA OF 6 SO.iN. MINIMUM
4� ` 'i' �+:.o; r , �,±.''�;,.f�ts:•u' cardiopuL:son�'==susrltatld4ld 'R)Pervl3ton be trained Ili nttificita respiration and7or 6 AND SHALL HE SECURED WIIH SCREWS.
A•ALL POOL PIPING 10 BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
'� -• • • I r t 0.•FILTEP•BACKWASH AND DISPOSAL SHALL COMPLY WITH SECTION 5004 SFBC.IW4
.� . , •: •• ter...,.,.. .. ,�
• .; �� : •' eleal bl.teerdln,.rn,n r�6-$1 - 2•S( Z•ALL POOL CONSTRUCTION SHALL COMPLY WI1H CHAPTER 30 OF THE SFBC.
• 199
190
_ 614P circuit breasdr paaol Witb disc.
�� -lA 0-ALL METALLIC CON0UI1.PiPING SYSTEM.Rt:INFORCINO STEELA;GHIING.
�I"f3>t9°•- ,s * ' r Z15 aFIXTURES AND FIXTURE HOUSING3,METAL PARTS OF LADDERS.DIVING BOARDS
makrbyF.P.I..Co, \ 1 AND 1HEIR SUPPORTS SHALL BE BONDEr)TOGEiHER AND GROUNDED TO A
i^1F.t L PD1Nt COMWIO"N GROUND, THE BONDING CONDUCTOR SHALL NOT BE SMALLER
SPIRT RDED P.V.G. 1201230 voiHAN R8 COPPER.
f If'L 1 phase 0lu.undergroun olectyrlo sorvtco by P,P.L, �-
04 Copper to two ground rods 1_ THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
rato518 disx 16'iron rods driven CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS 1
into the ground 6 fact apart, PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL 1i' ` 0 --__-- Dssl�clstc3lRtt -. LOT AND RESIDENCE ARE SO INDICATED, POOL CONTRACTOR SHALL
Pool pump 0 1 20 AMP. 2.4 K.W.
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
J
0, DEPTH OF FOOL -- - `a Pool light #12 3SA.mp. 0.3K.W. NECESSARY.
l ` 2"INSPEC 3.ALI�
INSPECTION OF THE SITE INE31CATES UNDISTURBED CK
C. FLOOD CF,(TCf2tA ---''!�-6 i 5 WITH A BEARING VALUE OF 2FMPSF.SHOULD OTHER CONDITIONS
OR MATERIALS BT:ENCOUNTERED,THE CNGINEER\ARCFHTECT, SHALL
D. POOL BOTTOM ELEVATION
(SO) Where a wall of a dwelling scrvcs as �,�L/ .BE NOTIFIED BEFORE PROCEEDING WITH WORK.
(A-B� -- — ifollowing shall apply; g Put of the battier, one of the M _
f�, \�a�n;75 a-iN ALl':,CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS
E. lii'LiFT (G-L71 - TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SItORING,
(an) All door with access to the pool through that wall shall be UNDERPINNING OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
- equipped with an alarm,which produces an audible warning when the door or its screen iS ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. HYDROSTATIC VALVE ------ being opened.The a1 m shall sound continuously for a m0 whe n o EwsHNt;atsuctuRES,
door Is opened and be capable of CmItting a sound of sufficient volume to be heard in the A-POOL CONTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM AND WALL SLABS - --- -- dwellin;.The-alarm shall beequipped with a tnartuat means to temporarily deactivate the AT THE SIT(;.ELECTRIC SERVICE LINES SHAH NOt PASS OVER POOL OR
i' alarm for a single opening. Te deactivation switch shall be located at least 54 inches SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM 1'pOl.
H. TOTAL ADJl1STELy HEAD l:-F-G �1' _•__.._ '
1 above the threshold of the door or;
S • (bb) All doors shall be equipped with self-closing and self-
latching devices.The release mechanism on all such doors shall be located a militIILum of ���' �'• FiQ)II T
CARMIDGE, RAPID SAND. OR DIA10MACE()US �4 Inches above the floor or;
EARr11, FiLfLR SIZE D PTIJ
LTG.,....__ 7 � v
Fora doors shall be provided with � 1 8
PRESSURE C,UAGE _ .p an$cr:eSS gate � � �•
GATE VALVES
WASTE
FILTER
ile-J Ad
SKIMrtLR '
�A[ s o u
RECIRCULATION PUMP _ C..
FNIET HAIR . LiNT 21PING
�,�pr✓
• + STRAINER No Y CS, 20,
GATE VALVES T FOR* WAIEUMPLY t4zltj
FLOW
2-t'.v.C• 1Y11M4: - bl% G G __ �Lt�. hulingald N• ,tit ! �.
\1 i C7 ntmnr 12aZp$.1r1f1.1�lh P►9i2
fl� ' ' ' p�- .-- �(�It
PAM P110HO:(3051310-111t,
ANTI VO
R1E?f MAIN DRAIN
erAr :�
- ���lr�:�?�•' , ' �'aa � i�111�•yyt) �,,,• � t�»myr rs
a. to -l3•cac, ! 4,.