12-586R-002PROVIDED SCREEN
MESH AT JOINT
NOTE: PROVIDE
CONTINUOS SINGLE M 8 COOPER
BONDED IN FOUR POINT(360')
AROUND POOL t SPA
JIP.
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
TO BE ENCASED IN DECK SLAB
OR CONCRETE BOX PROVIDING
MIN. 3' OF COVER AROUND CLAMP
POOL BOND SCHEMATIC
NOTE. CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUN REQUIREMENTS, EITHER BY OUNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED.
USE " 3 tv S' DRILL (o' INTO EXISTIr
WALL AND SET REBAR IN EPDXY GROUT E
'HILTY' HIT HY 150 MA
MIN. SPLICE 1
EXISTING POOL WATER LINE
HORIZON
EXISTING POOL WALL
CONCRETE POOL
VENT. DETAIL
NO SCALE
TOP OF POOL OR SPA
COPING, WHICHERVER HIGHER
3'
VENT LINE LENGTH.
1 HP OR LESS PUMP: 30 FT
I j HP PUMP = 40 FT
2 HP PUMP = 55 FT
2 j HP PUMPOR LARGER- 14 FT
VENT LINE DESIG=NED TO PROVIDE
RELEASED IN 3 SECONDS OR LESS AT
A MAX. VACUUM OF 45' Hg.
—1' -01 qn
"3gSn
HORIZONTAL d VERT.
PROVIDE CONTRASTING; TILE
9° 12' Im' ON STEPS t BENCH EDGE 9'
N
SECTION 2
SCALE: 1/2'-1'-0'
�Im
F
F
c
POOL
CONCRETE POC
N
M 3 a 8'O.0 EACH WAY
as
AL t VERT.
NOTE:
EXTEND VENT LINES TOWARDS
PROPERTY LINE AWAY FROM VIEW
An
REFER TO ISOMETRIC FOR PIPE SITES
NOTE: THE PIPING SHOWN IS A GRAPHIC REPRESENTATION
OF PIPE ROUTEACTUAL ROUTING OF PIPING AROUND POOL
AND TO POOL EQUIPMENT MAY DIFFER FROM THIS PLAN
- WARNIG. TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE
.POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING
UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR
EXPERIENCED IN ELIMINATING UPLIFT PRESSURES.
CITY OF SOUTH MIA 1
BUILDING DEPT.
t,TRLICTU / SECTIOi
1 . „.)VED flY
INDICATED
DATE SCALE
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SHEET NO:
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