HomeMy WebLinkAboutB16-0800 040-110-056Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone (530) 538-7601 Fax (530) 538-7785
www.buttecounty.net/dds
FORM NO
ANTI -ENTRAPMENT CERTIFICATION FORM
FOR SWIMMING POOLS & SPAS
The following form is required whenever a building permit is issued to construct
or repair (re plastering) a swimming pool, toddler pool, or spa.
STATEMENT TO BE SIGNED PRIOR TO
FINAL APPROVAL
Verification of Compliance with the "Swimming -Pool Safety Act of 2006„
(Health & Safety Code 115920 —115929)
Site Address:
Property Owner: Phone:
Owner's Mailing Address:
hereby certify that the swimming pool, toddler pool, or spa located a the above-
mentioned address complies with the provisions or the "Swimming Pool Safety
Act of 2006" and has been equipped with an anti -entrapment cover meeting
the current ASME/ANSI Standard A 112.19.8 as required under the
provisions of the law and have received additional information on pool
barrier requirements.
Signed:
Signed:
Owner
Contractor
Company Name:
Date:
Date:
CONTRACTOR'S INFORMATION
California Contractor's License Number:
Mailing Address:
Phone: Email:
Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout
Revised 7.20.2015
Pagel of3 i 'I
Swimming Pool Enclosure Requirements
Definitions
Approved Safety Pool Cover: A manual or power -operated safety pool cover that meets
all of the performance standards of the American Society for Testing and Materials
(ASTM), in compliance with standard F 1346-91.
Enclosure: A fence, wall or combination thereof that isolates a swimming pool
from unauthorized access.
Exit Alarm: A device that makes an audible, continuous alarm sound on the doors
leading from the dwelling/garage or other structure to the pool enclosure, which, when
opened or left ajar, permits entry to the pool without any intervening enclosure device.
Exit alarms may be battery operated or connected to the electrical wiring of the
building.
Public Swimming Pool: A swimming pool operated for the use of the general public
with or without charge, or for the use of the members and guests of a private club.
Public swimming pool does not include a swimming pool located on the grounds of a
private single family dwelling.
Swimming Pool or Pool: Any structure intended for swimming, recreational bathing or
other recreational use that will contain water over 18 inches in depth. Swimming pools
include in -ground and above -ground structures and include, but are not limited to, hot
tubs, spas, portable spas and non-portable wading pools.
Other terms, words, or phrases not defined shall have their ordinarily accepted meanings
within the context with which they are used. Webster's Third New International
Dictionary of the English Language, Unabridged, copyright 1986, shall be considered as
providing ordinarily accepted meanings.
Revised 7.20.2015
Page 2 of 3
Swimming Pool Requirements
Drowning Prevention Safety Features
Based upon California Health and Safety Code Section 115920-1159293, known as the Swimming
Pool Safety Act
The County of Butte requires either a listed, approved safety pool cover* meeting
ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from
the dwelling and remaining yard,
OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door
alarms and self closing, self latching devices on all doors leading into the enclosure.
*Enclosures
• Minimum height of 60 inches
• Access gates shall open away from pool and have self-closing, self4atching device no lower
than 60 inches above the ground.
• Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure
• No openings greater than 1/2 inch within 18 inches of the release mechanism when closed.
Gaps or voids shall not allow the passage of a 4 inch sphere.
• Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold
that could enable a child of -less than 5 years of age to climb over.
• Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with
slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches
*Pool Cover
• Shall be correctly installed per the manufacturer's instructions to prevent the access of children
under five years of age to the water.
• Shall be properly constructed to meet ASTM specifications and be labeled accordingly.
• All ties, anchors or attachment points and controls for automatic covers must be installed in a
way to prevent operating or uncovering the poll by children less than five years of age.
• The pool cover shall possess a listing that insures the original design or performanceof the cer
ov
meets. or exceeds testing as prescribed by ASTM Standard F1345-91Section 9 Test Methods for
Safety Covers. ,
Door alarms or self -dosing,
Self4afrhi— rtr_
At a minimum, one of these shag be provided
Revised 7.20.2015
1 1 —j — ]T—T,
Page 3 of 3
(Revised 4/08)
WATER SUPPLY AND DISTRIBUTION`v ..0+
WATER SUPPLY AND DISTRIBUTION
TABLE 603.2
BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS TABLE 603.2
- BACKFLOW PREVENTION DEVICES, ASSEMBLIES, AND METHODS (continued)
T._._.
DEVICE, ASSEMBLY, POLLUTION CONTAMINATION - _. _-_ _ DEGREE OF HAZARD
APPLICABLE (LOW HAZARD) (HIGHHAZARD) DEVICE, ASSEMBLY,APPLICABLE
POLLUTION CONTAMINATION
OR METHOD/ STANDARDS ACK BACK _ "---- - INSTALLATION2,1 PPLICAB
! T BACK ; BACK- OR METHOD STANDARDS
METHOD' _
LOW HAZARD)
,I SIPHONAGE PRESSURE SIPHONAGE ! PRESSURE
}_..._--_...X __i__..._- Ir_. Pressure Vacuum ) (HIGH HAZARD) INSTALLATION
BACK BACK .� BACK• BACK
'Air a ASME i SIPHONAGE 4_PRESSURE SIPHONAGE PRESSURE
r' __.
gap A 112.1 2 X - See Table 603.3.1 in this chapter. ! i
--Breaker BackFlow I I Upright os
Prevention Assembly position. ition. May have valves
Au gap fittings for use ! Air gap fitting is a device with an inter- ? �i, downstream. Minimum of 12 inches
with plumbing fixtures, ASME (loaded au inlet ASSE 1020 or _ above all downstream piping and
p B nal air gap and typical installation valve, internally CSA B64.1.2 X X - P P 8
appliances and appure• A 12.1,3 X - X - includes plumbing fixtures, appliances loaded check valve ! flood-level rim of receptor. May dis-
mantes i ! and appurtenances. The critical level shallj and means of field ! charge water.
notbe installed below the flood level rim. testing)!
-- r --
p I Upright position. No valve down- 'Reduced Pressure - - - - ------------ --- -------------- - —_---
Atmos heric vacuum
(breaker (consists of a body, ASSE 1001 or ! _ stream. Minimum of 6 inches or listed Principle Backflow Horizontal unless otherwise listed.
I,checking member and CSA B64.1.1 j X j X distance above all downstream piping Prevention Assembly
'atmospheric port) ! T : P P g j ASSE 1013; Access and clearance shall be in accor-
I �- Installation on
rim.ofreceptor.45 _ ! acting loaded
neck' (two independently ' CSA 64.4 or AWWA C51
i X j Nance and the ss thanct 12 in h clear. 1 g X X X tions, and not less than a 12 inch clear-
Antisiphon fill valve (ball• gravity water closet CSA B64.4.1 I j i lance at bottom for maintenance. May
flush tank and urinal tanks with the fill pressure relief valve need platformAadder for test and
cocks) for gravity water !ASSE 1002 or air. May and means of field I re a water.
icloset flush tanks and un. CSA H 125.3 X I - X - valve installed with the critical level not, testing) I p Y dischar g
anal tanks j ! .less than I inch above the opening of
_4 Reduced Pressure
_ _ • I
the overflow pipe. '5 I
j - --� Detector Fire Protec• I I I
! Vacuum breaker wall Installation includes wall hydrants and tion Backflow Preven- j !
hose bibbs. Such devices are not for use tion Assembly (two (Horizontal unless otherwise listed.
hydrants, hose bibbs, frost rASSF 1019 or i j I Access and clearance shall be in accor- i
lresistant, automatic drain- CSA 864.2.1.1 X - X - under continuous pressure conditions independently acting
ing type I (means of shutoff downstream of loaded check valves, a j dance with the manufacturer's mstruc-
_ __ ! 4,5 ! I differential pressure I tions, and not less than a 12 inch clear-
:' _ device is prohibited). P i ASSE 1047 X I X X j X ance at bottom for maintenance. May
!Backflow preventer for ! �--'- relief valve, with a
parallel detector ' need platform/ladder for test and
jCarbonated Beverage Dis- i - :I - Installation includes carbonated bever• assembly consisting of j repair. May discharge water. Installs- !
Ipensers (two independent ASSE 1022 { X _ age machines or dispensers. These j ! tion includes a fire protection system
a water meter and a p ys
jcheck valves with a vent to !, devices operate under intermittent or ! reduced-pressure prin- I and is designed to operate under con.
'the atmosphere) I j i continuous pressure conditions.
ciple backflow p
( I tinuous pressure conditions. j
- re- I ! I
''Spill-Resistant Pressure - vention assembly, and j
IVacuum Breaker (singlemeans of field testing)
! Upright position. Minimum of 12 inches For SI wits: I inch 25 4 mm
(check valve with air inlet ASSE 1056 X - i X - or listed distance above all downstream' Notes: y
jvent and means of field piping and flood-level rim of rete tors
(testing) _ p I See description of devices and assemblies in this chapter.
7 !------f-- --F------- --� ----- —__—_ i Installation in pit or vault requires
previous approval by the Authority Having Jurisdiction.
Horizontal Unless otherwise fisted. 7 Refer to general and specific requirement for installation.
iDouble Check Valve Back- j (Access and clearance shall be in accor-
ASSE 1015; a Not to be subjected to operating pressure for more than 12 hours in a 24 hour period,
.flow Prevention Assembly ! 5 For deck-mounted and equipment-mounted vacuum breaker, see Section 603.5.14.
A W WA C510; dance with the manufacturer's insttuc-
'valv(twoe and meant check X X - - (tions, and not less than a 12 inch clear- 603.3.5 Pressure Vacuum Breaker Backflow Pre- backflow prevention assembly consists of two indepen-
nIv sting and means of field CSA B64.5 �r j
esting) !ance at bottom for maintenance. May I vention Assembly (PVB). A pressure vacuum breaker densly acting internally loaded check valves, a differ-
need platform/ladder for test and repair. I backflow prevention assembly consists of a loaded air ential pressure-relief valve, four properly located test
Does not discharge water. inlet valve, an internally loaded check valve, two prop-
cocks, and two isolation valves:
i erly located test cocks, and two isolation valves. This
Double Check Detector I device shall be ermined to be installed indoors where 603.3.8 Double Check Detector Fire Protection Back-
Double unless otherwise listed, P
Fire Protection Backflow I i revisions for spillage p flow Prevention Assembly. A double check valve
Prevention Assembly two ! ! Access and clearance shall be in accor- P p 'age are provided. Y•
Y ( I I I I ;dance with the manufacturer's instruc- 603.3.6 Spill-Resistant Pressure Vacuum Breaker backflow prevention assembly with a parallel detector
,Fire
check valves 'tions, and not less than a 12 inch clear- I (SVB . A ressure- assembly consisting of a water meter and a double check
!with a parallel detector j j ) p type vacuum breaker backflow pre- valve backflow prevention assembly D
ASSE lOaS j X X - - ance at bottom for maintenance. May vention assembly consists of one check valve force- P Y ( C)
(assembly consisting of l I I need platfarn/ladder for test and repair, loaded closed and an air inlet vent valve force-loaded 603.3.9 Reduced Pressure Detector Fire -Protection
water meter and a double Does not discharge water. Installation open to atmosphere, positioned downstream of the check Backflow Prevention Assembly. A reduced-pressure
!check valve backflow pre. i includes a fire protection system and is ! - - valve, and located between and including two tightly
vention assembly and g B Y principle backflow prevention assembly with a parallel
(means of field testing) designed to operate under continuous closingshutoff valves and test cocks. Y 8
detector assembly consisting of a water meter and a
j pressure conditions. 603,3.7 Reduced-Pressure Principle Backflow Pre- reduced-pressure principle backflow prevention assem-
i i
-- "-` —1'-^ -' -- --L- --i vention Assembly (RP). A reduced-pressure principle bly (RP).
130 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA PLUMBING CODE
131
BUTTE
COUNTY
APR 2 1 2016
DEVELOPMENT
SERVICES
details
�.E.
Inc.
er conflicts with site plan.
PERMIT it
m ®6��
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Dor
i
BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BOND BEAM HORIZONTAL BARS MAY BE
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS.
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAIL
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER
BASIC GRID 3 FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL.
TABLE 1 TABLE 5 # 1500 #/FOOT MAX. COPING
BARS 0 12' O.C.
�- DIRAIN BOND BEAM
JB
TABLE E TABL� WATER SURFACE. • -^ _ SEE TABLE #1 & DETAIL #12.
_ DECKING. MINIMUM
j WIDTH PER LOCAL APPROX. 3" BELOW
E F G BOND BEAM. w vwt. ,n rr rvrsr rwn: avrir 1111 *
BUILDING CODE. W � r
3'-0" MIN. z o ¢ m
1 � 3
o m COPING M w r S2 o� F
NO R.B.B. I i I o rn z 3' ¢ to -
rr o 0
.;...-....... _..........:...........--
- N I ..... ¢ 7C, a n, . z CLR.
m ,r m V) X ¢
M N of o BENCH/STEPS - - - -
I�; T� a SEE OPTIONS 1
o o to w
I -o �J. 1 r UNDISTURBED SOIL I o N
¢ I ABOVE F
r N 1500 PSF MIN.
co
rr
1 J
r BEARINIG VALUE.
N I _.......... ..... .... _I ..........................I INFLUENCE LINE
UNDER- I I I '....L..L.. FOR FOOTING 'C SHOTCRETE COVER `
........... .
i. !..
WATER I I I I I SURCHARGE TO BE CHANGED { •d POS �P0
r
UNIFORMLY.
LIGHT PER I I a> -,, SEE TABLE '1 I `�
DETAIL #10. _.._....... .......... e.._ ......._...........
.....e.. .........i..... ,0 a ADD #3 ®12" O.C. I
15 LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY-
FOR EXP. SOILS. VARY, LOCATE STEEL t A
(GUNITE)
!M EARTH -`--n
m TYP. FLOOR 3' CLR FRO
STEEL BASKET IS NOT REQUIRED �li " SURCHARGE CONDITION:
IIK" 6" THICK MIN. SHOTCRETE GUNITE VERTICAL STEEL. rf'';.
DRAIN PIPE SHALL NOT 6" HI BARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 �; _ 24" MIN
ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN ) t EXTEND WALL
SETBACK TO BUILDING FOUNDATION HORIZONTAL. STEEL REINF. INTO FLOOR.
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W` S LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (3Q' MIN. FOR TABLE 5G)
S.
WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
NON -EXPANSIVE
A
io
t,
(3) #3 BARS
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
B
C
D
v
io
(4) 13 BARS.
io
(4) #3 BARS.
io
(4) #3 BARS.
E.F.P.
30 P.C.F.
45 P.C.F.
65 P.C.F.
45 P.C.F.'
D
R
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
STEELSTEEL
VERTICALN5-
TITLE 24
VERTICAL
SO"
1'-0"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"#3
1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
0 12"
ol
3'6" 1'-0" 3"
3'
3"
4'0" 1'-0" 3"
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE: (CEC), CALIFORNIA MECHANICAL
1.2. SYSTEM IS INSTALLED WITH:
3"
A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
BUILDING ENERGY( EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
4"
STANDARDS CODIE, AND LOCAL ORDINANCES.
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
4'6" 1'-0" 3"
3�i
5"
8. SIGNS &ISAFETY'DARDS EQUPMENT SHALL BE INSTALLED RJ ACCORDANCE WITH LOCAL CODES.
5'0"
V-6"
3"
#3
0 6"
4"
#3
0 6"
5"
#3
0 6"
5"
#3 0 6"
_......_ .._._
_............ ............ .
5'6" 2'-0" 3"
CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC.
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
4'
ACCORDANCE WITH CEC 680.26(B). BONDING PERIMETER SURFACES SHALL BE
1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
5"
ENGINEER IN THE STATE OF CALIFORNIA.
5�V
6'0" 2'-6" 3"
4"
12�"
11'0" 9"
6"
..........................
11"
5%"
6'6" 3'-0" 3'
..........................
4'%
7"
6/Z"
7'0' 3'-6" 3"
....... .......
...._
5"
..........._..
8"
.........
7%'
7'6" 4'-0" 3"
_
5�V
9"
8'0" 4'-6" 3"
6"
-
-
10"
8'6" 5'-0" 3"
-
6"
-
-
ol
10"
�
INDICATES TYPICAL RADIUS (ACTUAL RADIUS
J
1. THIS STANDARD IPOOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE,
WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
SLOPES AND STRUCTURES.
1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE
ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE
A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE
WALKING SURFACE.
CONDITIONS, SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE
'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL
CONTINUOUS SHOTCRETE INSPECTION
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
BALANCED AND SYMMETRICALLY PLUMBED THROUGH
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
yN HERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE
INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.
CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CIBC SECTION 1808.7.3). ALLPOOLS
TITLE 24
SHALL COMPLY WVITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
W
1
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO
1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY
NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,
STANDARDS.
FENCING, CONCRETE DECKING AND POOL GEOMETRICS.
2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL
APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
EXPANSION.
WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA
ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE: (CEC), CALIFORNIA MECHANICAL
1.2. SYSTEM IS INSTALLED WITH:
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013
A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
BUILDING ENERGY( EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
STANDARDS CODIE, AND LOCAL ORDINANCES.
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
7. POOLS WITH DIMING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL
PERMIT OFF PEAK OPERATION.
ANOR LOCAL CODES.
FENCING AND BARRIERS
8. SIGNS &ISAFETY'DARDS EQUPMENT SHALL BE INSTALLED RJ ACCORDANCE WITH LOCAL CODES.
6"
9. PUBLIC POOLS RIEQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
ASSISTIVE DEVICES FOR THE DISABLED.
10. CONTRACTOR OR' OWNER SHALL VERIFY ALL FIELD CONDITIONS SI DIMENSIONS AT JOB
HIGH FENCING &GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE
SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
PLOT PLAN SHALL COMPLY WITH SP SUGGESTED MINIMUM STANDARDS FOR
THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
RESIDENTIAL POOLS OR APPLICABLLEE STATE AND LOCAL HEALTH DEPARTMENTS
FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
REGULATIONS AND MANUFACTURERS RECOMMENDATIONS.
LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
ELECTRICAL AND PLUMBING
CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC.
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT.
ACCORDANCE WITH CEC 680.26(B). BONDING PERIMETER SURFACES SHALL BE
1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
PROVIDED AS SPECIFIED IN CEC 680.26(8)(2)(A) OR (2)(B) AND SHALL BE ATTACHED
ENGINEER IN THE STATE OF CALIFORNIA.
SURCHARGES NOT COVERED BY THIS B B A PER
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 h 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. F00T.
SPECIAL DETAIL REQUIRED 1
_ WHEN LESS THAN POOL DEPTH OR H/4X m o a (1) #4 0 TOP
SPECIA7DETAILREQUIRED
(7.5' MAX. H/4) I o 0 0 <-WATERPROOFING RECOMMENDED.
I WHEN LESS THAN H/6 HORIZ. STEEL I co m 0 6" C.M.U. W/
BARS 0 12 O.C. I 1 c � m
j (10' MIN., 20' MAX.) I N N < o SD
OL E GROUTR 0 24" O.0.
ALTERNATIIVE BOND ->r i' c o
i mm
PER C.B.C. SECTION 1808.7.3 BEAM LOCATION WATER BOND BEAM
z VERT. STEEL LINE. VERTICAL STEEL W/
SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3 ss;,m �; F GR G 24" MIN. EMBED.
_ REQUIRED FOR CONDITIONS ABOVE 3' TYP. HORIZ. STEEL
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' U L U 3'
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLLR.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASOINRY NOTES'
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE 11 (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
<µ-
¢ SCHEDULE. 1
ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
z FE
z NE 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.
F¢- a POOL FLOOR THICKNESS, SEE CIBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
o� d MAY VARY TO ACHIEVE /. ao
4 DESIRED WATER DEPTH. 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
-- - 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
' _ _, .' SPECIFICATIONS
NON -EXPANSIVE
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP,
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8
HYDROSTATIC VALVE AND ROCK
PACK AT LOW POINT.
(6' HIGH MAX. FREESTANDING
ADDITIONAL BARS BEGIN AT 5'-O" FROM THE TOP OF THE POOL
NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
SHALL BE 3'-0" WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO
D C
AND -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY
"T'
MASONRY SCREEN OR GARDEN
WALL (RAISED OR NOT RAISED)..
'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING
4. ALL EQUIPMENT !SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
POOL STRUCTURAL PLAN, DETAIL #2.
3"
BALANCED AND SYMMETRICALLY PLUMBED THROUGH
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
3"
WALL DOES NOT REQUIREHALL
SURCHARGE DETAIL)
* IF POOL WAILL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
TO INCREASE SHOTCRETE COVER AND SURCHARGE
ADD ADDITIONAL REINF. BARS.
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS
STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
4'6' 1 3-
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
3%'
W
1
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2"
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
DEPARTMENT FOR PUBLIC SWIMMING POOLS.
3%"
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
WITH THE CPC.
CITY OF ROCKLIN SPECIAL NOTES
#3 0 6"
_
5'6" 3"
4"_
6
I%
TYPICAL LONGITUDINAL
SECTION
N.T.s.
2
STANDARD WALL SECTION
N.T.S.
1
8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH &
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF ROCKLIN.
7'0" 5"
6"
#3 0 4"
......................
-
8%-
#3 0 3-
-- --.
-
_
7'6" 5%"
6"
SAFETY CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM.
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
1. IN THE ABSENCE OF A SITE SPECIFIC SOILS INVESTIGATION, SWIMMING POOL AND SPA
8'6"71h"
-
8"
9�/z"
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND
GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID
10%
SPECIAL DETAIL REQUIRED TOP OF
WHEN LESS THAN 10' SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
(SEE GENERAL NOTES #3)
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
THE LIMITATIONS BELOW OR ADDITIONAL
PROVIDE ADEQUATE DRAINAGE
MIM E M BEHIND POOL WALL
TABLE NO. 5 RAISED BOND BEAM
STRUCTURAL NOTES
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557
SURCHARGES NOT COVERED BY THIS B B A PER
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 h 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. F00T.
SPECIAL DETAIL REQUIRED 1
_ WHEN LESS THAN POOL DEPTH OR H/4X m o a (1) #4 0 TOP
SPECIA7DETAILREQUIRED
(7.5' MAX. H/4) I o 0 0 <-WATERPROOFING RECOMMENDED.
I WHEN LESS THAN H/6 HORIZ. STEEL I co m 0 6" C.M.U. W/
BARS 0 12 O.C. I 1 c � m
j (10' MIN., 20' MAX.) I N N < o SD
OL E GROUTR 0 24" O.0.
ALTERNATIIVE BOND ->r i' c o
i mm
PER C.B.C. SECTION 1808.7.3 BEAM LOCATION WATER BOND BEAM
z VERT. STEEL LINE. VERTICAL STEEL W/
SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3 ss;,m �; F GR G 24" MIN. EMBED.
_ REQUIRED FOR CONDITIONS ABOVE 3' TYP. HORIZ. STEEL
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' U L U 3'
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLLR.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASOINRY NOTES'
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE 11 (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
<µ-
¢ SCHEDULE. 1
ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
z FE
z NE 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.
F¢- a POOL FLOOR THICKNESS, SEE CIBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
o� d MAY VARY TO ACHIEVE /. ao
4 DESIRED WATER DEPTH. 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
-- - 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
' _ _, .' SPECIFICATIONS
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
^
E.F.P. 30 P.C.F.
45 P.C.F.
65 P.C.F.
D C
VERTICALC
STEEL
VERTICAL
STEEL
C
VERTICAL
STEEL
3'6" 3"
#3 0 12"
3"
#3 0 12"
_
3"
#3 0 12-
4'0' 3"
_
3"
4"
4'6' 1 3-
3%'
W
1
5%'
T
5'0" 3"
#3 0 6"
3%"
#3 0 6"
5%"
#3 0 6"
_
5'6" 3"
4"_
6
..... .......
.............
1 - -
.. I .... .......
.....
- -
....... ..........--
...
6'6" 4"
6"
8�/z"
7'0" 5"
6"
#3 0 4"
......................
-
8%-
#3 0 3-
-- --.
-
_
7'6" 5%"
6"
8'0" 6%'
7'
8'6"71h"
-
8"
9�/z"
9'0" 8"
9"
10%
9'6' 9"
10"
11 yz"
10'0" 9"
11"
12�"
11'0" 9"
11"
13"
PLACED AGAINST' UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% -
COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR
DIFFERENTIAL MOIVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS
CUT -FILL TRANSIITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS &CONFORM TO ASTM A615 GRADE
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'.
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IIJ PLACE OF (2) #3 BARS, WITH
THE EXCEPTION 1THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM
SPACING IS #4 OARS AT 18" O.C..
4. THE PLAN TABLE'S SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE
OF THE INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY
GIVEN POINT IN THE POOL STRUCTURE.
5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE
INSTALLED PRIOR; TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNIITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE,
SHOTCRETE (GUNIITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY
REQUIREMENTS.
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150.
8. SHOTCRETE/GUNI'TE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318
SECTION 4.3 FOR! CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL
BUILDING OFFICIAL. _
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10. ALL INTERIOR SUBRFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
SURFACE.
11. FLOOR TO WALL 'TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER
DESIGN INTENT. (RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
5 -FEET.
OWNER
1. KEEP SHOTCRETE: (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLAICK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
CITY OF SAN JOSE SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE.
1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF
THE FOLLOWING METHODS:
A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE
APPROPRIATE DETAILS AND SCHEDULES.
B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION.
C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO
IDENTIFYING SCHEDULES AND DETAILS.
2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL
STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT
FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW,
GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF,
NON -EXPANSIVE SOI MAY ONLY USED M Y
L, BE SE IF RECOMMENDED B A SOILS ENGINEER.
3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL
GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF
THE GEOLOGIC AND GEOTECHNICAL REPORTS.
4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY
BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
rQ-'F IV111 n Iv -o is, 00
EUTTP COU '7-Y
r#o Eyed
e�M4.# e1 1,1
INP
Iiki 317
,., E DA i Ej n
SE STRUCTURAL NO 1 y
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S.5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6
NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST - PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
6"-8IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. �`- 2' 2 91/2' 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY POOL
INTO SPA BOND o ,k 4'-0 MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
z i LEVEL TOP OF GUNITE
BEAM. MAINTAIN x : k I (2) #3 ,� (4) #3 BARS PER DETAIL 8 1 PROVIDE 2 1/2
COPYRIGHTED MATERIALS, DRAWINGS REPRESENTATIONS
a -_ r W/ GROUT & PLACE # /
1" CLR. TO REINF. ¢ " ` ' BARS. DECKING ELECTRICAL 'J' BOX. In CLR. BETWEEN IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
6' #15 FELT OR 4 MIL COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
w I THICK X 3 BARS 1" MIN. CLR. VISQUEEN ON TOP. PARALLEL BARS.
w ¢ # I COPING 8" MIN. ABOVE DECK, WATER arv, ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
` BARS 12" LINE OR FLOOD LINE WHICH FINISH BOND BEAM W 4 3 BARS DECKING. OF POOL ENGINEERING, INC. E THE USE OF THIS PLAN,
rr 3" AROUND ALL
U_ I SPA LIGHT 12" O.C. N �- / O #
_ = EA. WAY. PIPES. #3 GRADE. PER TABLE #1 & DETAIL #12.. TILE
_ O.C. EA. WAY. EVER IS GREATER _ THE USER ACKNOWLEDGES THAT HE HAS READ &
fNil ` it T: SKIMMER BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. -_ PLUMBING MAY BE LOCATED
WATER WATER COVER. Y\ = ! I"� Imo. . m �a "" "u^�" BOND BEAM HORIZONTAL
REINFORCING PER DETAIL 10. 6" LINE. 24" LINE. p �.' IN BOND BEAM LOWER CORNER
# LAp (2) #3 BARS VV ... 'N 2 1/2" a MAINTAIN 1' CLR. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. MIN. 0 1 z w COMPACTED � J CLR. UNDER VERTICAL BARS.
CLEAR PROVIDED. BEND �� FILL CLR. X o
�� DRAWN BY: T.L.L.
Z
5" MIN. -j BOND �� M sy Z o N N PRECAST COPING OR BRICK
24' MIN. LAP T I <. ¢ AROUND ALL.. BEAM �%'� - °r �' \9�� � o ,z,
`o I INTG4$PA R 34, - °� �' I * CHECKED BY: R.L.L.
CIRCULATION DRAINS: j:. AIE S a '�, ., UNDER X \ `F .I 3 rn o _
• CA2 PO(SL A .v 0 1Z O ' ` .. �' (2�) #3 'Z' BARS z .... I .y SKIMMER. #8 COPPER �� �� \ti0 < 6"
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, � o ¢ r--- - 3
�a
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 m x 2 3 BARS FOR USE ONLY AT:
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY` ;EA GROUND WIRE ��� L o \��0 1 N� () # ? I Solano Residence
_.." v' _.. , .. ,.SSP REINF SECTION AT SKIMMER _ � � � w � VENEER.
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6"`4ATd LAP INTO SPA ;.. C.E.C. APPROVED j O�c \\ _ - I o BEND 1545 Mesa Rd.
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12 DAM -LAP INSIDE BARS INTO SPA REINF. CONDUIT. FIXTURE ;I FA - - - VERT. STEEL Durham, CA 5 38
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: ! - t1AP OUTSIDEBAk INTO POOL REINF. LENS F - - - - F�
24' 6" 40 45' OR 90'.
POOL MIN. (2) #3 BARS RECESSED I .p9 J� �o BOND BEAM PER -� L / STILE FESS
LAP EACH WAY MI LIGHT. 1, i �A Q TABLE N0. L �� E -PLASTER �QR Ny
SPA DETAILS MAY BE USED I NT.S. Z �P
SPA DETAILS - FOR SPAS WITHOUT POOLS. 7 AROUND NICHE. 18 MIN. �' �y
LAP, TYP.�* �ROCK OR BRICK NOTCH
4'-0" MIN. IMPERVIOUS DECK
APPROVED SEALANT w 6765 ?0
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER II ": VERT. STEEL WOOD POST FROM - EXP. 61301201
L,,I #3 0 6" O.C. ATTACHED PATIO COVER
PER FOOT DRAIN=�� 0
3 1/2' �- NOTES S'-0" DEEP &BELOW.
(2) #3 BARS. _ MAX. DEAD +LIVE LOAD = 2000 Ib.
o �" 1. INSTALL N0. 8 COPPER GROUND HARE FROM LIGHT NICHE TO •`� �I OR l9 CIVIC
z n _ HORIZONTAL STEEL. o I I LEVEL TOP OF BOND BEAM YFO
,� r„ NOTE: BRASS CONDUIT TO POOL REBAR OR NON-METALLIC ROCK ON BOND BEAM. OF CAS
iv `'' =' SATURATION PROVIDE CONTROL JOINTS t .. I: 3S" CLR. �M #3 BARS 0 12" O.C. TYP. r7
Tr. 1 5' MIN. " GALV. SIMPSON POST BASE. I I WITH GROUT &PLACE 15#
O W N I;. CONDUIT CAN BE USED NA1H INSULATED N0. 6 COPPER WIREIL-71
FELT OR 4 MIL. VISQUEEN ON
v o I RECOMMENDED WHERE APPROPRIATE. I TYPICAL TYPICAL
INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E C.TOP OF BOND BEAM. P ALIO ONLY WITH WET
`'' NOTE: BOND PER ELECTRICAL &
m PRIOR TO f- 1 �. F 1
L -J POURING DECK. T -i 2 SHAMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP ENGINEERS SIGNATURE
REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
R 6" 24 MIN. EACH SIDE OF RAMP. MASTIC
SEE ELECTRICAL AND FOR LIGHTING FIXTURES U.L STANDARD 676.1/2* ri,
PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL - AUTHORIZED SIGNATURES:
# FOOTING RECOMMENDED 3 MIN. CONC. DECKING a
EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. NOT TOUCH COPING, BOND BEAM OR TILL RONALD L. LACHER, P.E.
ADJACENT STRUCTURES.. CANTILEVER CONCRETE
TODD L. LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'G' N.T.S. 8 SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N•T•s: 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 JETS BIE COWNS, P.E.
CHRIS BIEDENBACH, P.E.
STANDARD PLAN APPROVALS: SHEET:
pool Ron Lacher, R.C.E.
STANDARD POOL PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
g THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
Fax: (714) 630-6114STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) in
100
Phone: (714) 630-6100
1OnN!C OBC13 COPyi.,r!IT 201ENGIN ,,;,,^ INC.
Ifi * --_ _---i----�--1 -1- . -- �- - �-