00-0437-007 Zvi
PC10' PATIO 10 BE 4"THICK MIN.CONC. WITH 41"SERVICE PANEL T.C.
4, -p•a �g 6'X6'- IOX10 Wt N COMPACTED GROUND
I ROW OF TILE "' J WITH ANIC MAZER REMOVED
r—.0"-"'- 3CORROSIVE vY,r.DISCONNECt
r_ 1„•r_ a WX "MONOLITHIC PUMP MOTOR
F TING WITH 1 Ss t ,�(�AA7
WATER LEVEL I R 3 1 TILE ; ( 3� 2 .t .
`211 3' 0" 1:7 MAX. SLOPE IN • '�.. 4"MIN,
SHALLOW END
l� •� 12V TRANS
LIGHT COND. VtRIES 1 C ` s 3 IT ITS IN 1/2"COND.
2"-6 MIN ff.•1� 13 AT 1 2"C•C E Tt WAY 12/3 S1 P.V.C.COND.
3 ILLS IN 1/2'COND.
03 DOWELLS ON 12"C-C 1 1 NOTE:SEE GENERAL NOTE 06
'�"�""•Si FORM OR KRAFT BOARD
WHITE MARBLE NOTE:OPEN POOL TO BE MIN.10'FROM OVERHEAD POWER LINES.
PLASTER FINISH �' COVERED POOL TO BE MIN. T 6-FROM 9VERHEAD POWER LINES.
BTEP�?ET,AIL 23
FOR DEPTHS OVER 6'ADD EXTRA /3 4#f} IO'ZO'FROM W.L.(NOT REQUIRED WHEN/S E FROM POOL.}
COVE BARS AT 17 C-C VERTICAL AS SHOWN —
POOL 101' FIN.GRADF._•._. (l.�Q..__•-_-- -- •... ,._, _s
4- (oo'
FLOOD CRITERIA __. 6-MIN.
TYF .L.�ECTION THRU PQQL OVERFLO -,►
�'_3 •D_. LID. rhl.v.) _�1tD II ♦ TYPICAL B�TI�1�HRU�Ir kj L
U M tt r
"
4L 6.'-' SI AB SOIL STATDIENT
Inspection of the site indicates undisturbed sand and rock with a bearing value of 2000 psi '
" After excavation,a letter will be submitted to the building department by the design engineer #3 ® 12" } 19"
Q attesting that the site has been observed and conditions as simigar to those upon which the OTC"• E '
desi was based. S.F.B.C.2403.1A /W ( �r
gn
6 B 10 12 13 14 16 18 20 22 24 ► �.
POOL BOTTOM SLAM THICKNESS IIN.I w
HYDR0MUC- MET—CHART S00y3SP$CLLLPRQVYSIOPIS • j
FS•2I�PQ.I2L.-B4TTQ11�.BLAa . . . , , • �• �,1RWI1�iQUT DETAIL 1!2"= 1'4"
,..
(a) All SwUaM14 p00%teas•and hot tubs areas shall be provided with a ,
NOTE:REMOVE GRAtF AND WFIL POINT PLUG FROM �Ngm&AW WYwarPIDSOgp Ina readtly visible location from the the pooiarea,
MAIN DRAIN,AND AIIACH AUXILIARY PUMP L ALL ELtCTRICAI COMPONENTS SHALL CONFORM WITH ART.680 NEC.
LINE WHEN EMPIYING ►'001. (0. Sucb safety sign alWl be in c"fommucs with the
tot `a•4t h "design al Set forth in Appendix F of the Standard set forth In 2-ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONC.
Subs 11=5001 WITH A 28 DAY MIN. COMPRESSIVE STRENGTH OF 3000 PSI.
CiRA1F. TO BE ����•
FASTENED WITH i
SCREWS ' (I) ,u(e 3•ALL REWFORCEO STEEL 10 CONFORM 10 A.S.T.M,MS GRADE 60
HYOROS[AtIC vAl vE diving, prevention ty Wzraing Sign Shall warn against Ihaltow water
subing. p �n wotgg and IM)uds tba following statement: "There is no S-MAIN DRAIN GRATE lO I,AVt: A FRFE AREA Or 6 30. IN. MINIMUM
aupervlalat ottmall e2tildren,it Is SIFOngly MCOMMended that at ( AND SHALL BE SECURED WITH SCREWS.
least ona adult rendaiag ohlid Su islon be -trained in artificial csplradon an&olr
10A.;. ,t, ,,.,••'.')t1:'o• eardippulmpn FY4tSSuSdtatlo0 CP Y. �!?'' "-
'• '�i•, :.0;• r o f'.*• �'" ,• ( ,�-ALL POOL PIPING TO BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
�••_. • : s ( ! RI d-FILTER BACKWASII AND DISPOSAL SHALL COMPLY WITH SECTION 5004 SFBC.
416 41, thr•. �''• 11 1 f Z- ALL POOL CONSTRUCTION SHALL COMPLY WITH C14APTE>;SO OF THE SFBC.
' ': ` , Wl5bu1✓ust•�L C,41`r l5.S$ 6.61
''•�; ••t •''•' �, ctreutebrealcfrpaaclwitbdisc. call���-G��(� 8I• ALL METALLIC CONDlIl1,PIPING SYSTEM,REINFORCING STEEL,UGHIING.
_ FIXTURES AND FIXTURE HOUSINGS,METAL PARTS OF LADDERS.OIVING BOARDS
Y95 In w t meter by F.P.L.Co. AND THEIR SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A
WE(l POINT COMMON GRCt!IND. 111E BONDING CONDUCTOR SHALL NOT BE SMALLER
• THAN 08 COPPER.
(lF�UiT:•E,i4-- II�RtAOEQ P.V.C. 120/230volt `di
1 phase 60 bx-underground
eleetyric service by F.P.L.Co. -
MLL-WINT-D&TAIL PO"..CSMT-B.A0201 N0TY.3:
round
Y4 Copper to two ground rods 1•THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
min 519 die x 10'iron rods driven CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS
Into the ground 6 fact apart, PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL ----_. s2� l3SMMMI?rotaallon LOT AND RESIDENCE ARE SO INDICATED.POOL CONTRACTOR SHALL
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
1 ESSARY,
1 ` Pool pump Nlx 20 Amp. 2.4 K.W. NEC
� •
B. DEPTH OF POOL �7 !J . Poet light II11 15 Amp. 0.3 K.W. 2-INSPECTION OF THE SITE INDICATES UNDISTURBED SAND IILQQCI(
O I _ WITH A BEARING VALUE OF�Q_PSF.SHOULD OTHER CONDITIONS
C. FLOOD CRITERIA �o_ �,I` i OR M.A*ERIALS BE ENCOUNTERED.THE ENGINEER\ARCHITECT.SHALL
1 (10) where a wall of s dwelling serves as part of the barrier, one of the &E NOTIFIED BEFORE PROCEEDING WITH WORK.
D. POOL BOTTOM ELEVATION following shall apply:
dl IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALI, PRECAUTIONS
,C� pit,Q TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
E. UPLIFT {C-D) - - - --- --- - (so) All doors with access to the pool through that wall shall be UNDERPINNING OR ANY OTHER METHOD if REQUIRED.THE DESIGN
ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY Of THE
equipped with an alarm,which produces an audible warning when the door or its screen is EXISTING STRUCTURES.
F. HYDROSTATIC VALVE -- being opened.The�shall sound continuously for a minimum of 3D seconds after the
A--POOL CONTACTOR SHALL ESTAMISH LOCATIONS OF EXISTING UTILITIES
door is opened and be capable of emitting a sound of sufficient volume to be heard in the AT THE SITE.ELECTRIC SERVICE LINES SHAtl NOT PASS OVER POOL OR
G. BOTTOM AND WALL SLABS - dwelling.The alarm shall be equipped with a manual means to temporarily deactivate the SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
alarm for a single opening. The deactivation switch shall be located at least 54 inches
H. TOTAL ADJUSTED HEAD (E-F-G) 1 above the threshold of the door or; jA
••(bb) All doors shall be equipped with self-closing and self- T POOIiDA�'A-•dl_FQUIpJIdEAT
latching devices.The release mechanism on all such doors shall be located a minImum of �� 1X 3�( 3{
CARtRI[)GE . A S4 inches above the Qoor�or,
.J5.1ZE&QEEnj
'eARf 1.FILTER
PRl:1SURr.GUAGE (cc) Ali operable doors shall be provided with an access gate
GATE VALVLS �U Mp 3 �-
WASTE FB�.' rO l
TYPE OF PA110—Al LIC
-RAIt-1
SKIMIALR
RECIRCULATION PUMP C( �G •►►�.►,
M
INLET IIAIR , LINT (i/� (!� '•,
SIRAINLR ��� +'
w WAIER SUPPLY
M u
GATE NAIVES �
UMAt„ DZ8r.RPTION •
FLOW
' NAME• �j�<,�'110 �t I•.0-.��- �• I.N. 111gold� ..
5 t£� �kj 5_1 v 1S3 • Phone:11Qh1 EXGjNFZj&- 12420 SA 751h
� - 1�OOL $a PItQ`-PArN A� g - BOOK PAOIR 22�Zlf�..-.-.-
ANTI VORItX MAIN DRAIN SCALP,;
1."= I� r7�` l' 41�NI l �'r!.. ��C� I f � r����S� •
PREfl
@IIRE_.FI4"�ER.PIPIN4 QCHE�ITIC