00-0433-004 POOL PATIO TO BE 4"THICK MIN.CONC.WITH PANEL
6'X6"- 10X10 WIRE MESH ON COMPACTED GROUND
TO SERVICE T.C.
1 ROW OF TILE JB W11H All ORGANIC MATERIALS REMOVED
r_ B" "MONl. LITHIC JUNCTION BOX
71l LrJ FO 11NO WITH 1 05 LIGHT
SPOT TSWI CH 3�1�IS j O`N�I PUMP MOTOR Z.E
Il 3. 0* WATER IEVEI 1'R � 1:1 MAX.SLOPE IN � 12V TRANS
lZ SHALLOW END •� 4.
S LIGHT .COND. VARIES G 1"NON CORROSIVE 1 3 1123 IN 1/2"COND.
71•6"M 13 AT 12'C-C EAC AY 1213 Si P.V.C.CONO. 3 S IRS IN 1/2'COND.
t3 DOWELIS ON 17 C-C NOTE:SEE GENERAL NOTE 86 '
'rt—S1EfLTEX f OR KRAFT BOARD
WHITE MARBLE NOTE:OPEN POOL rO BE MIN.10'FROM OVERHEAD POWER LINES.
• j
23
SH PLASTER FINI ' COVERED POOL TO BE MIN. T 6"FROM VERHEAD POWER LINES.
�, EP�?FiTAZ t OR DEPTHS OVER 6 ADD EXTRA t3 4WI 10'20"FROM W.L. (NOT REQUIRED WHEN I 20'FROM POOL.)
Y11 COVE BARS AT 12"C-C VERTICAL AS SHOWN POOL IOP FIN.GRAOF _.�_.FLOOD CRITERIA TYPICAL SECTIOI'� THBU NAU QvERFLOW ex Stiff �� / TYMCAL AWTI�?I�[_T__HItV �'QOL• . q r 1
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�„ � u .. i Ts �" canes
USE—__ Dn,STATEI►1EIVT
STAB
Inspection of the site indicates undisturbed and and,Dolt with a bearing value of 2000 p o _•�.
af3 ® 1x
" After excavation,a letter will be submitted to the building department by the design enghtoer• I
•� attesting that the site has been observed and conditions are�u to those upon which the "` O/C E/W M 1
design was based. S.F.1B.C.2403.1.d S ��
�� 6 8 10 12 13 14 16 18 20 22 24
POOL BOTTOM SLAB lifiCKNL•SS IIN.1
:, 1�III�lIL'CD&TAIL 1l2"� 1' Cr
HYDROATAUC UPMELCHABT SOOUS.PECrALpxgvlsiONS '
MR UM-BOT_r.OM-BL.Aa ,•. GENE � �r��►�,
(e) All awiraatl4g pools,,spar•and hot tubs areas shall be n J.ij'.t��[lL11��'OT ES,
provided with s
NOTE:REMOVE GRAtF AND wCl L POINT PLUG FROM Pia+"=afetYW►ami4f41galaaresdilrvlsible location frotnthe thap001area. - j All ELf.CTRtCAI COMPONENTS SHAH CONFORM WITH ART.680 NEC. !q
MAIN DRAIN•AND ATIACII AUXILIARY PUMP '
TINE WHEN EMPTYING+t'001. (i),. Such safety sign shall be In eoriforinaace with the
telt.rarues,guaiilr and desigP as act forth In Appendix F of the Standard set forth in W All FLOORS AND WALLS RE POOL T E BE GUNF 3 00 PSI.
CONC.
SubseetionS001 WITH A 28 DAY MIN. COMPRESSIVE STRENGTH OF 3000 PSI.
GRATE 10 BF.
FASTENED Willi a.ALL REINFORCED STEEL 10 CONFORM 10 A.S.T.M.615 GRADE 60
HYDROSTATIC VAI VE SCREWS (j) 1?aeTL iafety warnlcg sign shill warm agalast shallow water
i• prevention of droll 14 and Ir W4 tba following statement: "There is no
substitution for adult supervision of a"children.It is strongly recommended that at• A D SHALL LL BE GRATE TO ItAVE A FREE AREA Or 6$O.IN.MINIMUM
kart one adult ienderiag CUM supervision be trained In alificial respiration and or AND SHALL BE SECURED WITH SCREWS,
. .� .;J:;.,�:.o•. ��• `�f'•',a''e� eudlopulmoauyseuttettatloo(Cp��. ._.._._�� A.All hoot hlh{NG 10 BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
„- of l
A.FILTER BACKWASII AND DISPOSAL SHAH COMPLY WITH S!~CIION 5004 SFBC.
' ,
Z.All POOL CONSTRUCTION SHALL COMPLY Willi C14APTER 30 OF THE SF BC.1%4
t;• ALL METALLIC CONDUR.PIPING SYSTEM.REINFORCING S1EELAIGH11NG,
•.� ,. Circuit bceakdrpanel with disc. FIXTURES AND FIXTURE HOUSINGS,METAL PARTS OF LADDERS.DIVING BOARDS
•r. , AND THEIR SUPPORTS SHALL BE BONDED T03ETHER AND GROUNDED TO A
" meter by F.P.L.Co. It 1 Hit!BONDING CO 31 4ALL NOT BE SMALLER
.. COMMON GROUND, 1 CONDUCTOR
WFIL POINT ,.. .: - ...bL- !_ _4?� l$L THAN 08 COPPER.
!IF REQUIREB) UIREADEDP.Y.C. / 120/230 volt
rlPl f t phase 60 rvi a by F.P.L.ouod � ��r,,►G I TRA TO�t NOTES:
eleetyrie sorvleo by F Co. POOL��
SMLL_MXT_DZT`A1L S �I
round
04 Copper to two wound rods 1 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
mlo S/i din z!0'{roc rods driven CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS
into the ground 6 sect spars• PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL '
A. WATER LEVEL __ .4
Q rsi a pie ;;� ` VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY.
-Pool pump 012 20 Asap. 2.4 Y W. : <'
B. DEPTH OF POOL S - pool Ught e12 15 Amp. 0.3)LW. �' 2 INSPECTION OF THE SITE INDICATES UNDISTURBED SM0 A,ROCK
r �� r Lj r WITH A BEARING VALUE OF 2W-PSF.SHOULD OTHER CONDITIONS
' OR MA'ERIALS BE ENCOUNTERED,THE ENGINEER\ARCHITECT.SHALL
C. FLOOD CRITERIA .
'. BE NOTIFIED BEFORE PROCEEDING WITH WORK.
(10) Where a wall of a dwelling serves as part of the barrier,one of the
D. FOOL BOTTOM ELEVATION (A-By-- `following shall apply: a-IN All CASES THE POOL CONTRACTOR SHAH TAKE ALI.PRECAUTIONS
1 7 TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
-'� O pill., UNDERPINNING OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
I ENGINEER ACCEPTS NO RESPON:IBILITY FOR THE SAFETY OF THE
E. UPLIFT (C-D) --- (aa) All doors with access to the pool through that wall shall be
EXISTING STRUCTURES.
equipped with am alarm,Which produces an Bible warning when the door or its screen is •
F. HYDROSTATIC VALVE --- being opened.The tl�shall sound continuously for a minimum of 30 seconds after the d-POOL CONTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
door Is opened amd be capable of emitting a sound Of Sufficient volume to be heard ill the f At THE SITE.ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR
SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
G. BOTTOM AND WALL SLABS dwelling.The alaarm shall be equipped with a manual means to temporarily deactivate the
alarm for a singlle opening. The deactivation switch shall be located at least 54 inches
H. TOTAL ADJUSTED HEAD [E-F-G) — above the threshold of the door or; '
r ) -,� �`A_4c-F`QIIIPMF�I1iT
(bb All doors shall be equipped with self-closing and ielf- !
' latching devices. The telease mechanistn on all such doors shall be loca�d a minlmtlm of °•• �jE B. DEPTH S '30
� — '� •
�4 inches above tthe floor o1; r '
CAS RAp;l f irLR S LC
(cc) All operable doors shall be provided with an Access;gate �PERIM•EjF D
PREISURF GUAGE EWE
GATE VALVES ER -740 N
wesii LL
TME OF PATIO
AILING a a#aid "
SKIMMLR vt ,.••..
RECIRCULATION PUMP
TURNMER
e♦ ••
qr
_ INLET IIAIR,LINT '
STRAINER -.' '
,. e � _ �• gA—VATER SUPPLY ML)GATE VALVES DESIGNED FMIL LRnfil- DRSOUPT103 AREA 4S17) .,�FLOW lYAME 1�•�� 12aTO S.w.r�i `•
2 7 v � �r � 3d rllene:11Q51 ;�„��`
a POO 8�� PLOT P ADIDIR r �3 zr� S' s >fpolc_ �� sane atacrtotc
DAM flY� u
ANTI VORTEX MAIN DRAIN ; C2 1>
• PRE883IRE_.LC4TERpxP�rl�1.8.�HEAIL�►TLC -