00-0437-004 POOL PATIO TO BE 4"THICK MiN.CONC.WITH PANEL
1 ROW OF JILE
6"X6-- 10X10 WI N COMPACTED GROUND TO SFIVACE T.C.
'��-' ,f8 WITH ANIC MATER REMOVED
14
�S.
8"x "MONOLliHtC JUNCTION BOX V11,P•DISCONNECi
WATER LEVEL { F TING WITH 1 /S SPOT TOGGLE PUMP MOTOR
I R 1:7 MAX.SLOPE IN 11LE i ( LIGHT ti
�y�� swlrcH 3 i2
SHALLOW END � �• 4�.1"'''
LIGHT 12V TRANS
COND. VARIES I"NON CORROSIVE s 3 112'S IN 1/2"COND.
7'- MIN, { 93 At 12"C-C E H WAY 121'3 SJ P.V.C.COND. 3 I M S IN 1/2-COND.
t13 DOWELIS OIV 12"C•C NOTE:SEE GENERAL NOTE 118 '
040—S FORM OR KRAFT BOARD
WHITE MARBLE NOTE:OPEN POOL TO BE MIN-lW FROM OVERHEAD POWER LINES,
STEP—DETAIL �3 �' PLASTER FINISH [ FOR DEPTHS OVER b'ADD EXTRA I13 COVERED POOL TO se MIN. T 6-FROM VERHEAD POWER LINES.
- �1r�..►..--�• Of 1W Jp'FROM WA.(NOT REQUIRED WHEN{ EXI 'FROM POOL.)
COVE BARS AT 12"C-C VER1tCAl AS SHOWN
POOL 101' FIN.GR/IDF___._. _•q_ _,
FLOOD CRITERIA _
til).• z'11i,V,1 �j TyIq L AgcTION THRU_PQOL �� OVERFIO ..,a
SI All Sam STA3tb EIVT
lZ Inspection of the site indicates undisturbed sand and rock with t bearing value of 2000 pt
�� After excavation,a letter will be submitted to the building department by the design engineer
lZ" anesting that the site has been observed and conditions are dm1'h,'ar to those upon.which the `- 3 ® )x ) I 19
O/C E
deign was based. S.F:B.C.2403.1.d I�cF /W l Zr
6 8 10 12 13 14 16 18 20 22 21
POOL BOTTOM SLAll iHICKNESS(IN.)
HYD R08TATIC�tPjj MCHA$T
5001.5 SPECIAL P&`QVTSYO1+i3 + evllz>1�oIrT DETAiI4 1!2"= 1•o"
1�R k00L.DOT T.OM--LAS • .
NOTE: REMOVE GRAIF. AND wEl L POINT PLUG FROM (puman(cclt Safer stvltan.lin.g k' _ hot tub!areas !hall be provided with a �E " A
MAIN DRAiN,AND ATTAC:11 AUXILIARY PUMP y °i°g gal°a�yvisible loeationfromthethepoolares.
LINE WHEN EMPTYING 11001. n).• sub 9814 SIP ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.6B0 NEC.
- tolers:uest,qty yyd desl;a as�fob�A �i be in ewifotmance with the .. . .
GRATE TO BF. sybsectionS001,2(b)tsereia•' Appendix F of Use Standard art forth is 2• ALL FLOORS AND WALLS OF POOL 10 Be GUNITE APPLIED CONC.
FASICNFD WITH '
WiTH A 28 DAY MIN.COMPRESSIVE STRENGTH OF 3000 PSI.
HYDROSTATIC VAI VE
SCREWS' (_) FaCb l W&tWng Slga Shall watts against shallow water `�"C""�"—" d•Ail REINFORCED STEEL 10 CONFORM 1O A.S,1.M.615 GRADE b0
diving, pe�►en.tioa titowptgr lode the following statemecst: -Mere no
ubsdtudm for adult of small chUdrea.It is strongly reeommen.ded that at• S- MAIN DRAIN GRATE TO IIAVE A FRFE AREA OF 6 SO.IN.MINIMUM
least ow '
adult 3k+�+Gloa b+ trained In artlficlal respkation andror ( AND SHALL BE SECURED WITH SCREWS.
�., �� �,��b•, r y�i �!�ii.'+��'�' tardilopu�ary�(( a
3•ALL POOL PIPING 10 BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
• • . c : 1 d• FILTER BACKWASII AND DISPOSAL SMALL COMPLY WITH SECTION 3004 SFBC.
' ',•; .;� '�' r 1 l z• All POOL CONSTRUCTION SHALL COMPLY WIHI CHAPTER SD OF THE SFBC. 24
•:► ,. --ws�c l!��.�47Se 15.513 4,6
��
4 1 clrcuitbroal:lrpaaol with disc, �� LAjM4Hr* 8. ALL METALLIC CONhUIF.PiPING SYSiEM.REINFORCING SiEELAIGHJING. ,.
w FIXTURES AND FIXTURE HOUSINGS.METAL PARTS OF LADDERS.DIVING BOARDS
Patter by F.P.L.Co, AND THEIR SUPPORTS SHALL OF BONDED TOGETHER AND GROUNDED TO A
WF.I t POINT • - - COMMON GROUND.THE BONDING CONDUCTOR SHALL NOT BE SMALLER '
-IIF fiE61UIft8p}— TIiREAOEO P.V.G. 120/230 volt -,191y r THAN RB COPPER.
PII'L I phase 601x,underground
ckcVdc service by F.P.L.-Co. -
VULL._POINT.DETA�I Ii.
PLOh_ OlYTRACTOR NOTES;
round
ti4 Copper to ewoYround rods j-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
min SIn d!a x 10'undo rods driven CONSTRUCTION iN EASEMENTS OR REQUIRED SETBACK AREAS
Into the ground 6 fat apart, :a... PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL ' Qysrcurnat Pre!:mitten LOT AND RESIDENCE ARE SO INDICATED.POOL CONTRACTOR SHAH
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
Pool pump 412 40 Amp. 2.4 K.W. 1 NECESSARY.
S. DEPTH OF POOL ?(O Pool light #12 1S Amp. 0.3 K.W. -
aj I 2-INSPECTION OF THE SiTE INDICATES UNDISTURBED LA.Un I Rnr-K
C. FLOOD CRITERIA --- WITH A BEARING VALUE OF 2MD-PSF.114OULD OTHER CONDITIONS
I OR MATERIALS BE ENCOUNTERED,THE ENGINEER\ARCHITECT.SHALL
} 1 (10) Where a wall of a dwelling serves as part of the barrier, one of the BE NOTIFIED BEFORE PROCEEDING WITH WORK.
D. POOL BOTTOM ELEVATION iA-Bj 'p- - - !following shall apply:
�( a-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALI.PRECAUTIONS
C-b❑ TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
E. UPLIFT IC-DI �- (sa) All doors with access to the pool through that will Shall be UNDERPINNING,OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
equipped with an slarm,wilith produces an audible W "" ENGINEER ACCEPTS NO RESPONS181LIfY FOR THE SAFETY OF THE
F. HYDROSTATIC VALVE being opened.The t�shall sound continuously for of 30 seconds rscrean is EXISTING STRUCTURES.
after the
door is opened and be capable of emitting a sound of suflleient volume to be heard in the k POOL CONTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM AND WALL SLABS dwelling, The alarm shall be equipped with a manual means to temporarily deactivate the At THE SITE.ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR
AJ111M for a single opening. The deactivation switch shall be located at least 54 inches SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
H. TOTAL ADJUSTED HEAD iE-F-G) 1' above the threshold of the door o r or; �
'.(bb) All doors shall be equi 'd with self
•latc;hin�devices.The release mechanists on all such doors shall be loeatpd smminirnlsm of
CAPIRIOGE• 14 Inches above the flooi or; s Z.�IG
-E*Rf 1.FtULR Sl7F A f_�F j X 3 �►
{rc) All operable doors shall be provided with an access gate CANA�ITY Ga'L-
Pfil:ssuRr,GUAGE
�EB•IMEIF
GATE VALVES
WASTE EB�,.. .� GJ -
LE
SKIMMER RAILING
RECIRCULATION RUMP
INLET 1lAIR, TINT G +' :
TU Nn
STRAINER
IaEt IGNED -FOR:
GALE VALVES IQ
FLOW • .
2-P.V.C. ; NAM:_
- p K�llo ll-t-•��1� l.tl. i11�1� '
1"T ! l ,t,= � E 1242 S.W.
pLI r g s 1a S S� Tsnorr l s3 �>E�� 1'11d11Ta:120S13i�-
F
.,
DATEt; BM ,
ANTi VOf�IEX MAIN URAiN � ��n ,�� �A�EL A
flCAieFTr 1."__1_ �� lar� EL 40 ,SIB ,l F! ��a t
PRESSURE.., UERTIPI+N4 HEM�t�Ti�