HomeMy WebLinkAboutB16-1689 056-160-051NOTE: swimming pool shall comply with CEC 680.26C EQUIPOTENTIAL BONDING GRID
SYYI/m hwPool SIgAity ACC of 2W8 & CA SHALL BE INSTALLED AS DESCRIBED BY THIS CODE—THE -
NmIth end Safo& Code, sec ons 1159.20- EQUIPOTENTIAL BONDING GRID SHALL EXTEND UNDER PAVED
115929 WALKING SURFACES 3FT HORIZONTALLY BEYOND THE INSIDE
Complete Anti–Entrapment Certification Form. WALLS OF THE POOL.
Provide to building inspector prior to final inspection
A$ BUIL)
Comply with current California Energy
Commission requirements for swimming
pools, pool equipment.lumbin s
P g fittings,
'GENERAL SPECIFICATIONS
and heating equipment SIZE AREA DEPTH34x24600 TO
(4O - PA KIN AREA SHAPECUST - PERIMETER 108
P7 .. TEMPLATE NO. .. x CUSTOM
An outdoor swrimming pool shall be plv�+T!;�esd wa'�h
drowning prevention safety features that corn fy v4th TILE slzE 6
TILE COLOROTS California Health and Safety Code SoglScE)HOUSEn 11 W
!
r " 11E928. These features shall be installed, inspected COPING
i
'.
and approved prior to plastering or filling Yvith crater. COPING COLOR
.� , - POOL CAPACITY 23000 GALS.
PUMP CAPACITY IOU G.P.M.
- R�ARCsSENT A SEN. H MOTOR H.P.I z H.P.
�P71C
'. TANK - - - �., FILTER 340SO.Fi. -
. _ FILTER RATE 100 G.P.M. I
2AW LfCNT
"PROPOSED POOTURNOVER 7j HRS.
VACUUM LINE & SKIMMER 2
/..../`� RETURN LINE 2
` 2 MAIN DRAIN 2 -
.` SKIMMER -MODEL2 -3 -
BACKWASH TO
_ ;n �, 34�
/: m
ANCA -SYPHON VALVE AUI1FILL
.I HEATER .-1"� SRE �-�" BTU
BAJA BENCH
- 2�t � GASLINE Br: �--�`' VENTED BY: �-
9�. LIGHT 1-500 1-254
CLOCK 220
./ .. .. ELECTRIC BY: C F P
. B INCH ELECTRICAL BONDING BY:CFP
L i
POOL CLEANER M)(8
CHLORINATOR
-
` /�..A...'_.. e�' (
LAN PRjE V IE'ED BOARD -SIZE COLOR
BOARD SUPPORTS-
-- - -- — -- s r„1CR f 0 sirCltCtU
tt
— — —_
IQ LADDER -Model
. - SLIDE -M core.
Separate Mechanical Permit
required for the installation of T� L. Lacher, R.C.E. 6765
PERMIT # ool Engineering, InC. a YES
BUTTE COUNTY DEVELOPMENT SERVICES _ STUB PLUMB a No
a swimming pool heater SITUCJU d ; Sh I,�.4 crW�Jd�C0 over cont'!& with ��° R`an TILE & COPING o ASAP a OTN
REVIEWED F//�O//��R - _
/ I N E �y�yl Q __—_ . 7 t DECK BY:
CODE COMPLIANCE OEtNER: CONCRETE
,r � ' PERMIT OFFICE CONCRETE REMOVAL BY:
TO DETERMINE APPROXIMATE ELEVATION NOI ` SCALE 1/8” = 1'D• SALES OFFICE RAISED BDNo BEAM.
DATE— --9, Li �r �y - �Y _.___- OF POOL ON DAY OF EXCAVATION.
YES O - NO a HEIGNi W1DIM
_ _– PHONE S0,
PE -L TEC MGR.
SHALL BE INSTALLED AS DESCRIBED IN THIS ARTICLEOWNER • JOB NO. SALESMAN
POOL AREA TO BE FENCED, PER COUNTY MAP BOOK N0. E SWIMMING POOL
CEC 68.26 OR CITY ORDINANCE. GATES TO BE SELF
CLOSING AND SELF LATCHING. LEGAL DESCRIPTION SAME ZES A LAURA P TERBAUGH
BY OWNER '
U
EQU,POTENTIAL BOND BONDED PARTSp APN:^056-168-051 0.„... ADDRESS 38 VI LAS R
_680.26(BX1)r:�ouc,l(7) HALL BE BONDED OWNER: CQiiA SET Ch S59 %3
TOGETHER BONDING - WET DOWN CONCRETE SHELL AT LEAST S
TWICE DAILY FOR 7 DAYS. LOT NO:
DO NOT TURN ON POOL LIGHT WHEN POOL CROSS STREETS COHASSET RD
IS EMPTY. TRACT NO D -B.
NOTE. DO NOT USE RUBBER HOSE WHEN FILLING RES. PHONCS
BOOK — PAGE—BLOCK— B LOCK _ 'fJ�514'OI30 BUS. PHONE
� POOL AS 1T WILL MARK PLASTER. � L� yam^
See the attached MAILING ADDRESS CARE—FREE POOLS
S- y y
Swimming Pool Requirements S-
• C_ Chico, California 95928
• Bill Bell
Contr. Lica#380826 Phone 342-4639
9 scum a I
N09B202 -
-
� F7._
4 PER NOTETABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
SLOPE EARTH SURFACE 1
BENCH AND STEP OPTIONS: 1/4' 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 2 STORY WOOD
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER
TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. COPDETING IL #8). REQUIRED W/ EXPANSIVE SOIL.
r� BARS 0 12" O.C.
DRAIN BOND BEAM
DECKING. MINIMUM
A TABLE TABLE TABLE WATER SURFACE. *--^ ^-- SEE TABLE #1 & DETAIL #12.
WIDTH PER LOCAL APPROX. 3° BELOW
B E F G BOND BEAM.�wwwwrrn
BUILDING CODE. Q Q W, o N
V� C �V �W 3'-0" MIN.
¢ m
1:i p �, cL
o cL
m COPING M w o¢ S2 F
NO R.B.B. i o "' 0 3` o
,-
-- _ .� ..._ .._ _.___._ .___ < Z
cn <�w i i i- n ¢-s ¢ ,.,ruu n nrry `` CLR. x
1=--� I I I mI; ¢
(: m N o o BENCH/STEPS - - - -
�I _ I ¢ l i a a
0 0 ^ T� SEE OPTIONS 1- ,,,
i ABOVE `�J 1 F/ UNDISTURBED SOIL I o v,
to F �, F 1500 PSF MIN. °c
r
€.
1 Q _J BEARING VALUE. _.. .... ...,... _..............................
Z
_!._.................... ....._i. r Q
v, . , ,.. i INFLUENCE LINE
I
UNDER-......._....__.._..f.......a.._........_;..I L.._............__._i ......__.......... I`....._.......... FOR FOOTING C' SHOTCRETE COVER J°i 0�'y
WATER I ! II ! I I I SURCHARGE TO BE CHANGED •G
LIGHT PER o, % UNIFORMLY. �
SEE TABLE 1 f
DETAIL #10. 0 ADD #3 0 12 O.C.
6� LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY�f
• FOR EXP. SOILS. VARY, LOCATE STEEL
• `- 3' CLR FROM EARTH t
STEEL BASKET IS NOT REQUIRED
TYP. FLOOR SURCHARGE CONDITION: -
6" THICK MIN. SHOTCRETE (GUNITE)
VERTICAL STEEL
DRAIN PIPE SHALL NOT 6" HI BARS 0 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1
(BUILDING SURCHARGE) WHEN EXTEND WALL
S
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
A
B
C
D
(3) #3 BARS
v
(4) 13 BARS.
(4) #3 BARS.
(4) 13 BARS.
E.F.P.
30 P.C.F.
45 P.C.F.
65 P.C.F.
45 P.C.F.'
D R
C
VERTICALC
STEEL
INSPECTORIN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'0" 1'-0"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 0 12"
11 ol
3'6" V-0"
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:
4'0" 1'-0"
3"
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
3"
STANDARDS CODE, AND LOCAL ORDINANCES.
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
4"
4"
4'6" V-0"
3"
3'31'
S"
5"
5'0" V-6"
3"
#3 0 6"
4"
#3 0 6"
5"
#3 0 6"
....... ... _......... ......
..... ........ ... _.. _....
5"
#3 0 6"
._.... ....... ...... ......
....... ....... .._.._..
4
5'6" 2'-0"
3"
�
ELECTRICAL AND PLUMBING =
CITY OF FREMONT SPECIAL NOTES
4"
910" 8"
5"
5%'
6'0' 2'-6"
3"
PROVIDE ADEQUATE DRAINAGE
TABLE NO. 5 RAISED BOND BEAM
4"
PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
6"
5%'
6'6' 3'-0'
3'
11 {t"
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
416"
............................
7'
6%-
7'0" 3'-6'
3"
-
5"
_......................
8"
7'/z"
7'6" 4'-0"
3"
5W
9"
8%'
8'0" 4'-6"
3'
-
6"
W
10"
8%.
�
8'6" 5'-0"
3"
A
v
6"
10"
ol
1. THIS STANDARD POOL 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 PLAN, IT IS THE RSPONSIBILITY OF THEOR THE
ENGINEER THE STATE OF CALIFORNIA.
2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
OWNER OOCTURAL NOTIIFY POOL ENGINEERING ENC. AND OBTAIN APPLICABLE BLEA SPECIAL
CONTINUOUS SHOTCRETE INSPECTION
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL-
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
y� IERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
INSPECTORIN 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 CBC SECTION 1808.7.3). ALL POOLS
'n 24
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
POOL STRUCTURAL PLAN, DETAIL #2
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 CODE, AND LOCAL ORDINANCES.
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL
PERMIT OFF PEAK OPERATION.
STANDARDS AND/ORAL
FENCING AND BARRIERS
8. SGNSE&ISAFETY EQUIPMENT INSTALLED IN ACCORDANCE WITH LOCAL CODES.
N•T•S•
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
1, PRIOR TO FILUNG, 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 & 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 APSP SUGGESTED MINIMUM STANDARDS FOR
THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
RESIDENTIA POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS
FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
REGULATlO S AND 'MANUFACTURERS RECOMMENDATIONS. �,
LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
�
ELECTRICAL AND PLUMBING =
CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IIIN CONFORMANCE WITH THE 2013 CEC. `
910" 8"
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED 1N
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT.
1 SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
ENCROACH INTO GUNITE SHELL
EACH DIRECTION
SETBACK TO BUILDING FOUNDATION
HORIZONTAL STEEL ro REINF. INTO FLOOR
G
ACCORDANCE WITH CEC 680.26(B). BONDING .TO PERIMETER SURFACES SHALL BE,
. SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
CIRCULATION DRAINS:
IN HIGH WATER TABLE, INSTALL
'W` S LESS THAN POOL DEPTH.
#3 BARS 0 12= O.C. (30 MIN. FOR TABLE 5G)
INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) R (2)(B) AND SHALL BE ATTACHED
IN
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
ENGINEER THE STATE OF CALIFORNIA.
2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
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'-0" FROM THE TOP OF THE POOL-
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. �
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
SHALL BE 3'-0* WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO
LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY
3"
3%'
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
POOL STRUCTURAL PLAN, DETAIL #2
BALANCED AND SYMMETRICALLY PLUMBED THROUGH 'T'
#3 0 6"
WALL DOES NOT REQUIRE
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE
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
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
6%'
SURCHARGE DETAIL)
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
ADD ADDITIONAL REINF. BARS.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
DEPARTMENT FOR PUBLIC SWIMMING POOLS.
5"
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
7%'
1. FOR E.F.P. = 65 P.C.F., CONC. COVER =0+2*
7WITH /THEACPC.�R HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCECITY
OF ROCKLIN SPECIAL NOTES
6"
'
8/1"
7'0" 5"
6"
TYPICAL LONGITUDINAL
SECTION
N•T•S•
2
STANDARD WALL SECTION
N•T•S•8
B'0' 6,/e"
OF,THE RNIA HEA
MSED TO REFER TO EOF
CTION IPOOL
SAFETY IFOR DPROPER
NOTES ARE YA IN THE TY OF ROCKLIN.
TM INETHE CSP
8'6' 7%'
8"
9,%11
CCONTRACTO EOR
INSTALLATION THE DRAIN SYSTEM.5928
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
1.LTH
ABSENCE OFSITE SPECIFIC SOILABLE
S INVESTIGATION, SWIMMING POOL AND SPA
CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND
GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID
910" 8"
SPECIAL DETAIL REQUIRED TOP OF
WHEN LESS THAN 10' SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
PROVIDE ADEQUATE DRAINAGE
TABLE NO. 5 RAISED BOND BEAM
STRUCTURAL NOTES
PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
9"
SEE GENERAL NOTES 3
THE LIMITATIONS BELOW OR ADDITIONAL
BEHIND POOL WALL.
11 {t"
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
TO A MINIMUM OF 909 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557.
( #) SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 Z 1/4' PER
SURCHARGE DETAILS ARE REQUIRED. M FOOT.
ol
SPECIAL DETAIL REQUIRED
LU _ WHEN LESS THAN POOL DEPTH OR H/4 a o o m I (1) #4 0 TOP
(7.5' MAX. H/4) I. M Z o o JE --WATERPROOFING RECOMMENDED.
SPECIAL DETAIL REQUIRED HORIZ. STEEL io m it Z 6" C.M.U. W
WHEN LESS THAN H/6 -I c w m /
(10' MIN., 20' MAX.) BARS 0 12" O.C. �, a w #3 VERT. BAR 0 24' O.C.
LU o
¢ ! SOLID GROUT.
ALTERNATIVE BOND --f-
BEAM LOCATION TWATER < ( ) BOND BEAM
PER C.B.C. SECTION 1808.7.3
z VERT. S� LINE. VERTICAL STEEL W/
g ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24" MIN. EMBED.
a - N.T..
SURCHARGE CONDITIONS 3 SCHEDULES E, F OR G
a REQUIRED FOR CONDITIONS ABOVE
3 C TYP. HORIZ. STEEL
~ REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR. 'C' 11, L 3"
D AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP)�CCLR.
Cn
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES'
o- (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
p APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
o^3. SCHEDULE. 3L g ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
z Z a 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.
fE
POOL FLOOR THICKNESS Cz r SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
v� co MAY VARY TO ACHIEVE a /. 00w 4 e . 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
NON -EXPANSIVE
E
EXPANSIVE
NO DECK/HIGH EXP.
F
G
E.F.P. 30 P.C.F.
45 P.C.F.
65 P.C.F.
D C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'6" 3"
#3 0 12"
3"
#3 0 12"
-
-
W
3"
#3 0 12-
mm
4-0- 3"
4'6" 3"
_
3"
3%'
4"
5%'
5'0" 3"
#3 0 6"
3%-
#3 0 6"
5%"
#3 0 6"
5'6" 3"
SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS.
4"
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
6%'
8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318
6'0" 31h"
............
_
...-
5"
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
7%'
^` 'I EWED FOR 5 -FEEL
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED REVIEWED
(-'j�j
6'6" 4"
6"
'
8/1"
7'0" 5"
6"
#3 0 4"
8W
#3 0 3"
7'6" 5%"
6"
8%"
B'0' 6,/e"
7"
8,%
8'6' 7%'
8"
9,%11
_
910" 8"
9"
10%*
-
9"
10"
11 {t"
E96".
9"11"
%ol
12%"
-
9"
_
11"
13"
<, -- - --- SPECIFICATIONS.
!
SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18° MIN. EMBEDMENT INTO N.T.S. Q. RAISED BAND BEAM BY rj NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
6"-8" '-s CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. -�`-�`- 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 OF POOL
INTO SPA BOND co. !: srwu+�karwnar> �urv+,. ,-, nud; -- -� LEVEL TOP OF GUNITE 4'-0' MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN x o I (2) #3 ,� (4) #3 BARS
¢ Z , . , ¢ -_ , W/ GROUT & PLACE PER DETAIL #8 -I PROVIDE 2 1/2° COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
1" CLR. TO REINF. I 6. BARS. DECKING
�- ELECTRICAL J' BOX. IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
CLR. BETWEEN
.. #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. „v PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
M w ¢ # I COPING 8" MIN. ABO DECK, WATER / O # �`
3` AROUND ALL FINISH BOND BEAM W 4 3 BARS DECKING. r, AUTHORIZED HATH THE EXPRESSED WRITTEN PERMISSION
U_ SPA LIGHT 12" O.C. `� PIPES. #3 BARS 12" LINE OR FLObD LINE WHICH Al0 BY THE USE OF THIS PLAN,
o EA. WAY. O.C. EA. WAY. EVER IS GREATER. PER TAB} F THE SER ENGINEERING,
THAT HE HAS READ &
GRADE. LE #1 & DETAIL #12TILE
BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
II ,€ SKIMMER
EQ. EQ. tWATER WATER 1\ ! 'moi' 1 t _ "'" " � BOND BEAM HORIZONTAL
m COVER. I i �a PLUMBING MAY BE LOCATED
REINFORCING PER DETAIL #10. 6• LINE. 24' LINE. \\ IN BOND BEAM LOWER CORNER
LAP (2) #3 BARS \\ " ' 2 1/2" a MAINTAIN 1° CLOP. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
L:. ci ci UNDER VERTICAL BARS.
NOT REQUIRED IF 6" MIN. MIN �V 1 z w COMPACTED CLR• a o J CLR• DRAWN BY: T.L.L.
CLEAR PROVIDED. BEND �\� FlLL� ¢ _ wj
z 5" MIN. ��, BOND �� ( sy o 14 PRECAST COPING OR BRICK
24" MIN. LAP CL AROUND ALL BEAM �' °r° CL \9�! 1 w ® w
CIRCULATION DRAINS: `D) INTO SPA FLOOR #3 BARS jj . ( g _ UNDER ��� -Ir \O�� of 3 N m 8" CHECKED BY: R.L.L.
OR POOL WALL 0 12'O.C. T 2 3 'Z' BARS 1.$ " I.! SKIMMER. N:. a \F'tO 1 \N• o ¢ _ _ ....
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, O # L- 8 COPPER
COVERED WITH APPROVED A.S.M.E. STANDARD Al 12.19.8 EA. WAY. GROUND WIRE \��`�� r o \�q�o 6 N �`' (2) #3 BARS t I.
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY I \ a
BALANCED AND SYMMETRICALLY PLUMBED THROUGH `T" DAM WALL i 6' DAM -LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED` j L" / `� O _ \� - `O o BEND VENEER.
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12' DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT.' FIXTURE FFo - - _ oIo VERT. STEEL �OFE
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: ! - LAP OUTSIDE BARS INTO POOL REINF. LENS d i�l, - - - - 45. OR 90'. �� 4
24" 6' RECESSED O I_ 1 f TILE
POOL MIN. (2) #3 BARS MI LIGHT. �9�q J`' 2� BOND BEAM PER
SPA DETAILS MAY BE USED N.T.S.(7 LAP EACH WAY b �Q° `Q`' TABLE NO. 1. ` PLASTER 7 m
PA DETAILS - FOR SPAS WITHOUT POOLS. AROUND NICHE. 3, 18" MIN.
C6 73
C�
4'-0' MIN. IMPERVIOUS DECK APPROVED
LAP, TYP. ��� ROCK OR BRICK NOTCH EXR 6!301201
APPROVED SEALANT - VERT. STEEL LI' CIV1\- �a�P
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I ,� WOOD POST FROM - T OF`
PER FOOT DRAIN ; O #3 0 6" O.C. (0 ATTACHED PATIO COVER F OF CAS\F
3 1/2' F- (2) #3 BARS. NOTES: 5'-0' DEEP & BELOW. �_ I MAX. DEAD + LIVE LOAD = 2000 Ib.
INSTALL N0. 8 COPPER GR ND WIRE FROM LIGHT NICH
LEVEL TOP OF BOND BEAM
Z n_ NOTE: ROCK ON BOND BEAM.
M w ZI 3" CLR. -i" 5' MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC #33 BARS 0 12-D.C.YP. OR I I #
N SATURAITON " PROVIDE CONTROL JOINTS ; . M I I WITH GROUT &PLACE 15
s t CONDUIT CAN BE USED HATH INSULATED NO. 8 COPPER HARE L I FELT OR 4 MIL. VISQUEEN ON
oU o'�' I I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. GANGLV. PER
ELN POST BASE. I Z TOP OF BOND BEAM. PLAN VALID ONLY WITH WET
m LU `` I PRIOR TO NOTE: BOND PER ELECTRICAL & I
POURING DECK. I 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH STAMP dt ENGINEER'S SIGNATURE
' EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2.
PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
R _L 6" _L REMAINDER OF JOINT IN STYROFOAM OR 24• MIN. EACH SIDE OF RAMP. MAS11C
g SEE ELECTRICAL AND 1 41 FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1 2= MIN. CONC. DECKING I
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL /L,.%,,,~TILE AUTHORIZED SIGNATURES:
PLUMBING
NOT BONDING GRID NOT TOUCH COPING, BOND BEAM OR RONALD L. LACHER, P.E.
"<. FOR EXPANSIVE SOILS. 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 'C' N.T.S. $ SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 cHEFF RYBIECOLLINS,BACHP.E.
SHEET:
STANDARD PLAN APPROVALS: A' p001 Ron Lacher, R.C.E.
STANDARD POO PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE
engineering Anaheim, California 92807
STRU (BTU RAL " PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
10ONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC.
---- - - --- -- - -
-- -- - 77_, I,.
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909
COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR CIN. OF SAN JOSE SPECIAL NOTES
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE.
CUT -FILL TRANSITIONS.
1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 RADE THE FOLLOWING METHODS:
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2'.
APPROPRIATE DETAILS AND SCHEDULES.
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION.
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO
SPACING IS #4 BARS AT 18' O.C.. IDENTIFYING SCHEDULES AND DETAILS.
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE 2. SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM TO STANDARD POOL
OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT
GIVEN POINT IN THE POOL STRUCTURE. FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW,
5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE CP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF,
INSTALLED PRIOR TO PLACEMENT OF CONCRETE. NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER.
6. SHOTCRETE GUNITE TO BE IN
(GUNITE) CONFORMANCE WITH CBC SECTION 1910 &SHALL HAVE 3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PS AT 28 DAYS. WHERE APPLICABLE, GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF
SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY THE GEOLOGIC AND GEOTECHNICAL REPORTS.
REQUIREMENTS. 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
8. SHOTCRETE/GUNITE 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 SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
SURFACE. PERMIT #
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER BUTTE COUNTY DEVELOPMENT SERVICES
^` 'I EWED FOR 5 -FEEL
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED REVIEWED
(-'j�j
11..��\`Pf I
1. KEEP OWNER SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. CO E C MPLIANy�'"
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3' DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). DATE -
<, -- - --- SPECIFICATIONS.
!
SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18° MIN. EMBEDMENT INTO N.T.S. Q. RAISED BAND BEAM BY rj NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
NOTE: BOND BEAM PER TABLE9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
6"-8" '-s CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. -�`-�`- 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 OF POOL
INTO SPA BOND co. !: srwu+�karwnar> �urv+,. ,-, nud; -- -� LEVEL TOP OF GUNITE 4'-0' MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN x o I (2) #3 ,� (4) #3 BARS
¢ Z , . , ¢ -_ , W/ GROUT & PLACE PER DETAIL #8 -I PROVIDE 2 1/2° COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
1" CLR. TO REINF. I 6. BARS. DECKING
�- ELECTRICAL J' BOX. IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
CLR. BETWEEN
.. #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. „v PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
M w ¢ # I COPING 8" MIN. ABO DECK, WATER / O # �`
3` AROUND ALL FINISH BOND BEAM W 4 3 BARS DECKING. r, AUTHORIZED HATH THE EXPRESSED WRITTEN PERMISSION
U_ SPA LIGHT 12" O.C. `� PIPES. #3 BARS 12" LINE OR FLObD LINE WHICH Al0 BY THE USE OF THIS PLAN,
o EA. WAY. O.C. EA. WAY. EVER IS GREATER. PER TAB} F THE SER ENGINEERING,
THAT HE HAS READ &
GRADE. LE #1 & DETAIL #12TILE
BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
II ,€ SKIMMER
EQ. EQ. tWATER WATER 1\ ! 'moi' 1 t _ "'" " � BOND BEAM HORIZONTAL
m COVER. I i �a PLUMBING MAY BE LOCATED
REINFORCING PER DETAIL #10. 6• LINE. 24' LINE. \\ IN BOND BEAM LOWER CORNER
LAP (2) #3 BARS \\ " ' 2 1/2" a MAINTAIN 1° CLOP. TO REINF. 3" BARS MAY BE OVER OR CALLS BY: A.J.C.
L:. ci ci UNDER VERTICAL BARS.
NOT REQUIRED IF 6" MIN. MIN �V 1 z w COMPACTED CLR• a o J CLR• DRAWN BY: T.L.L.
CLEAR PROVIDED. BEND �\� FlLL� ¢ _ wj
z 5" MIN. ��, BOND �� ( sy o 14 PRECAST COPING OR BRICK
24" MIN. LAP CL AROUND ALL BEAM �' °r° CL \9�! 1 w ® w
CIRCULATION DRAINS: `D) INTO SPA FLOOR #3 BARS jj . ( g _ UNDER ��� -Ir \O�� of 3 N m 8" CHECKED BY: R.L.L.
OR POOL WALL 0 12'O.C. T 2 3 'Z' BARS 1.$ " I.! SKIMMER. N:. a \F'tO 1 \N• o ¢ _ _ ....
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, O # L- 8 COPPER
COVERED WITH APPROVED A.S.M.E. STANDARD Al 12.19.8 EA. WAY. GROUND WIRE \��`�� r o \�q�o 6 N �`' (2) #3 BARS t I.
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY I \ a
BALANCED AND SYMMETRICALLY PLUMBED THROUGH `T" DAM WALL i 6' DAM -LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED` j L" / `� O _ \� - `O o BEND VENEER.
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12' DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT.' FIXTURE FFo - - _ oIo VERT. STEEL �OFE
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: ! - LAP OUTSIDE BARS INTO POOL REINF. LENS d i�l, - - - - 45. OR 90'. �� 4
24" 6' RECESSED O I_ 1 f TILE
POOL MIN. (2) #3 BARS MI LIGHT. �9�q J`' 2� BOND BEAM PER
SPA DETAILS MAY BE USED N.T.S.(7 LAP EACH WAY b �Q° `Q`' TABLE NO. 1. ` PLASTER 7 m
PA DETAILS - FOR SPAS WITHOUT POOLS. AROUND NICHE. 3, 18" MIN.
C6 73
C�
4'-0' MIN. IMPERVIOUS DECK APPROVED
LAP, TYP. ��� ROCK OR BRICK NOTCH EXR 6!301201
APPROVED SEALANT - VERT. STEEL LI' CIV1\- �a�P
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER I ,� WOOD POST FROM - T OF`
PER FOOT DRAIN ; O #3 0 6" O.C. (0 ATTACHED PATIO COVER F OF CAS\F
3 1/2' F- (2) #3 BARS. NOTES: 5'-0' DEEP & BELOW. �_ I MAX. DEAD + LIVE LOAD = 2000 Ib.
INSTALL N0. 8 COPPER GR ND WIRE FROM LIGHT NICH
LEVEL TOP OF BOND BEAM
Z n_ NOTE: ROCK ON BOND BEAM.
M w ZI 3" CLR. -i" 5' MIN. BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC #33 BARS 0 12-D.C.YP. OR I I #
N SATURAITON " PROVIDE CONTROL JOINTS ; . M I I WITH GROUT &PLACE 15
s t CONDUIT CAN BE USED HATH INSULATED NO. 8 COPPER HARE L I FELT OR 4 MIL. VISQUEEN ON
oU o'�' I I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. GANGLV. PER
ELN POST BASE. I Z TOP OF BOND BEAM. PLAN VALID ONLY WITH WET
m LU `` I PRIOR TO NOTE: BOND PER ELECTRICAL & I
POURING DECK. I 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH STAMP dt ENGINEER'S SIGNATURE
' EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2.
PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
R _L 6" _L REMAINDER OF JOINT IN STYROFOAM OR 24• MIN. EACH SIDE OF RAMP. MAS11C
g SEE ELECTRICAL AND 1 41 FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1 2= MIN. CONC. DECKING I
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED OTHER EXP. MATERIAL. CONCRETE SHALL /L,.%,,,~TILE AUTHORIZED SIGNATURES:
PLUMBING
NOT BONDING GRID NOT TOUCH COPING, BOND BEAM OR RONALD L. LACHER, P.E.
"<. FOR EXPANSIVE SOILS. 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 'C' N.T.S. $ SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 cHEFF RYBIECOLLINS,BACHP.E.
SHEET:
STANDARD PLAN APPROVALS: A' p001 Ron Lacher, R.C.E.
STANDARD POO PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE
engineering Anaheim, California 92807
STRU (BTU RAL " PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
10ONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC.
---- - - --- -- - -
-- -- - 77_, I,.
I,