HomeMy WebLinkAboutB16-1691 000-000-000,eparate Mechanical Permit
• required for the installation of
. a swimming pool heater
NOT 2: woirnan;"g pori shat it LTE I'v �Irf J►►
Ex�s'rlt� Kt1Ap _
SWmraing Poo/ SefrtyAct c,72XV a CA
An outdoor swimming pool shall be provided with
He&'M s»d Safety Codo Se •wens 1159-70-
drowning prevention safety features that comply with
115929
California Health mnd Sefsty Coda Soo ion 115920-
G x
115928. These features shall be instarad, inspected
Complete Anti -Entrapment Certification Form.
and approved prior to plastering or fif h,,,v with water.
Provide to building inspector print to final inspection
Comply with current California Energy
� ate( 1 ,
Commission requirements for swimming
pools, pool equipment, plumbing fittings,
VACUUM LINE &SKIMMER 2-
and heating equipment
GENERAL SPECIFICAz' ONS
67' /.
SIZE3�/ x ZL�AREA559 0DEPTH 1_TO?
SHALL BE INSTALLEU AS DESUNIBED IN IHIS 7IH I IULE
SHAPECUSTOM PERIMETER93
RETURN LINE 2"
.. TEMPLATE NO. CUSTOM,
CEC 680.26
TILE SIZE 6 •• x 6
EQUIPOTENTIAL BOND BONDED PARTS
TUE COLOR 0 T S
680.26(B)(1) THROUGH (7) SHALL BE BONDED
COPING NO
TOGETHER BONDING
COPING COLOR NO
_..._., __:.,- -'--' ' -- - - ---'--- -. _ •
POOL CAPACITY 210M GALS.
"—_. -
PUMP CAPACITY 100 G.P.M.
�. BENCH -
MOTOR H.P.. _1 - H.P.
FILTER 340 SO. FT.
SWIMOUTFILTER
RATE IW a G.P.M.
G x
TURNOVER 3 HRS.
� ate( 1 ,
�
VACUUM LINE &SKIMMER 2-
67' /.
RETURN LINE 2"
Y
MAIN DRAIN 2"l
(( REP(.ACE� n
A2gn, FII 5001"e
�J -
SKIMMER - MODEL .2 U-
BACKWASH TO A -
V
0 ' OF Y+" FILL LINE
_
ANTI -SYPHON VALVE AU`O FI L
HEATER SIZE �r BTU
GASLINE BY: ��- VENTED BY'
BAJA 13ENCH
LIGHTI-50OW HCOW
W LIGHT
CLOCK 220
CEC 680.26C EQUIPOTENTIAL BONDING GRID
ELECTRIC BY. -CFP
ELECTRICAL BONGING BY: C Fp
SHALL BE INSTALLED AS DESCRIBED BY THIS
100W LI 7
POOL CLEANER I"/) Xg
CODE—THE EQUIPOTENTAIL BONDING GRID SHALL
CHLORINATOR SALT
EXTEND UNDER PAVED WALKING SURFACES
S€TL PL-►wv VIEV�I��
BOARD -SIZE --'�
COLOR
3FT HORIZONTALLY BEYOND THE INSIDE WALLS OF
THE POOL.
a ®iiior„Wsa t0 8 det
S•
BOARD SUPPORTS -
-
LADDER -Model
SLIDE -R /^ ca•. / ..."_•
`'PERMIT
�6-
wdd L: R.C.E.acher, 67655
#
BUTTE COUNTY DEVELOPMENT SERVICES
Ochi=ngineering, lam.
�y
�'WI:'�iw,P. 0�✓6;T CWIAizrn9 V4�i Slly
y
ri.
o "'
STUB PLUMB o No
'' �� p / �� � `I n
RC/\/�j�
REVIEWED
�
SIfiS= :F'• C:sr31'b G'it'dV"JG9FEC�
��t�l1r �IS
TILE E. COPING 'O ASAP O OTN
_
r
■ ■ i—`
.. (' .��!"i�rK`V L.
CODE O �'
OWNER:
DECK BY: CFP
TREES, ETC.
- DATE /b BY
TO DETERMINE APPROXIMATE ELEVATION
.NOTE
SCALE_ 1/8' = 1'B•
PERMIT OFFICE
SALES OFFICE -
CONCRETE REMOVAL BY:
xAseo servo BEA.
OF POOL ON DAY OF EXCAVATION,
re$ a No o HEI w,on
P BBLE'T
PHONE NO, MGR.
OWNER:
JOB No. SALESMAN
POOL AREA TO BE FENCED, PER COUNTY -
-
MAP BOOK NO. "
SWIMMING -_ POOL
-
OR CITY ORDINANCE. GATES TO BE SELF
CLOSING AND SELF LATCHING.
LEGAL DESCRIPTION
NAME ERICA Y SHAWN GORDON
BY OWNER
.. :-
Ai'N:056 t4o•082 •.
ADDRESS 82 NAlVEYD
.
OWNER.
WET DOWN CONCRETE SHELL AT LEAST
-
___
TWICE DAILY FOR 7 DAYS. -
-
LOT NO: _
CROSS STREETS
-
---
NOTE:
DO NOT TURN ON POOL LIGHT WHEN POOL
IS EMPTY.
DO NOT USE RUBBER HOSE WHEN FILLING
TRACT NO �.a.
BOOK_ pAGE_L_
B OCK
RES. PHONE530I9 53 BUS. PHONE
POOL AS IT WILL MARK PLASTER.
-
CARE—FREE POOLS
See the attached
MAILING ADDRESS a
way
S_
#9 Alyssum
Swimming Pool Requirements
-
O_
Chico, California 95928
Bill Bell
Contr. Lic. #380826 Phone 342-4639
---._ --_ _...-_ __. _- __ t"-_. _
_"....f.-�- -__. .._._...._..F--'.-•_-_'--'- _r-. __ - T -_,.... _ � . I.I. �r
- - �. _i, -r-.-T T" • 71.... - _. P _--__I __ _ _ __.__ _ '.
SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BENCH AND STEP OPTIONS' OND 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 APPROVED SEALANT RECOMMENDED (PER
FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL
TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. COPING
rti BARS 0 12" O.C.
A BOND BEAM
TABLE TABLE TABLE WATER SURFACE. .r-- - DRAIN SEE TABLE #1 & DETAIL #12.
DECKING. MINIMUM APPROX. 3" BELOW
WIDTH PER LOCAL B E F G BOND BEAM.
BUILDING CODE. 4 K,
C J� r ���VVV 3'-0" MIN. X o o� a m
.___
o m N COPING M w z 3" ¢ .n F
NO Z o
o o
o-
- I - ¢ CLR. -
,aV ' N �•,,v ... I._ _. I , � � ¢ '�;r ^a�'tar`,sr't-.+'�.os�"v 1;r� +1nr .-� N Q ¢
m rr€
o o BENCH/STEPS - - - -
I
M o
f f -r ¢ SEE OPTIONS 1 �� ,T to w
�i ABOVE �J 1 ri UNDISTURBED SOIL. o ti
1n ¢ I - F 1500 PSF MIN. 00
-
rIJ BEARING VALUE. -.._........._.._.___._.._.._..___.._.._ _._....._.._._.._.... _______.._........_..........
I r
.... ........... ...._ .._ _....... ...................
INFLUENCE LINE
N I
I 1 I
.............L......� I I .,. 'C' SHOTCRETE COVER FOR FOOTING {t
PQ
�P0�'
UNDER- ._............"GTO BE CHANGEDSURCHARGEWATER UNIFORMLY.
`
LIGHT PER j SEE TABLE 1 I `'
I � 'I
f
, DETAIL #10. _.,__...._,_ .. _:.. .. ,. � ADD #3 0 12 O.C. � ,
LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAYS'
• • , FOR EXP. SOILS. VARY, LOCATE STEEL C= -,
€y, TYP. FLOOR 3" CUR FROM EARTH
STEEL BASKET IS NOT REQUIRED SURCHARGE CONDITION: - - - -
j 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D', VERTICAL STEEL 24' MIN.
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. SEE TABLE 1
(BUILDING SURCHARGE) WHEN EXTEND WALL
S.
i
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH OF.
BUILD'G SURCHARGE
A
B
C
D
i�
(3) #3 BARS
io
(4) #3 BARS.
iD
(4) #3 BARS.
•v
iD
(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
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICALVERTICAL
STEEL
3'3%.
STEEL
3'0" 1'-0"
3"
#3 0 12'
- 3"
#3 0 12"
3'
#3 0 12"#3
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
0 12"
3'6" V-0"
3"
EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
#3 0 6"
.... ......
3"
4"
3"
N5-
4'0" 1'-0"
3"
3"
4'
4,6" 1•-0„
3"
6"
W
31e
-`-
5"
5'0" V-6"
3"
#3
O 6"
4"
#3 O 6"
5"
#3 O 6"
5"
#3 O 6"
-
...... ....... .._..._...
....... ....... ...... .......
-
5'6" 2'-0"
3'
4"
5"
5%"
6'0" 2'-6"
3"
10"
4
10'0" 9"
...
6
.........................
..
........_...
5/Z%'
6'6" 3'-0"
3"
11"
.-
4%'
7"
6%'
7'0" 3'-6"
3"
5"
8"
7%
7'6" 4'-0'
' 3"
5�1h'
-
9"
8%"
8.0' 4'-6"
3"
-
6"
10"
8'6" 5'-0",
3"
6"
10"
8%.
1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
EXPANSIVE
SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
F
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
E.F.P. 30 P.C.F.
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
65 P.C.F.
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE WALKING SURFACE.
VERTICAL
STEEL
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.
VERTICAL
STEEL
POOL STRUCTURALCONTRACTOR THE THE
VERTICAL
NOTIIFY POOL ENGINEERING AND OBTASPONSIBIUTY IN APPLICABLESPECIA
L
OWNER TOCONTINUOUS SHOTCRETE INSPECTION
#3 0 12'
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
#3 0 12"
ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
#3 O 12-
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
W
3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.
3"
CONDITIONS AS SHOWN IN DETAIL 13 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS n 24
3'3%.
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
W
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
W
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:
5'0" 3"
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
O 6'
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
#3 O 6"
............ ....- _..
EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
#3 0 6"
.... ......
6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CAUFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
4"
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2. SYSTEM IS INSTALLED WITH:
6'0" 3�fi"
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
7%'
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CAUFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
6-
STANDARDS CODE, AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
7'0" 5'
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL PERMIT OFF PEAK OPERATION.
6"
GEOMETRICOR LOCAL CODES.
FENCING AND BARRIERS
® 4"
mm
_ _._
8. &SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
#3
-
...... ....._
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
7;6--F5%-
7'6"5%-8'0"
ASSISTIVE DEVICES FOR THE DISABLED. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE
10. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB
SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
7"
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE
THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
8'6" 71h"
PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR
RESIDENTIAL POOLS OR APPUCABLE STATE AND LOCAL HE1kLTH DEPARTMENTSi FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
REGULATION%AND ftANUFACIURERS RECOMMENDAMONS. LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
9�%z"
ELECTRICAL' AND PLUMBING CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IN CONFORMAN WITH THE 2013 CEC. THESE NOTES ARE ONLY APPLICABLE THE OFREMONT.
9"
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN WI
RED FORR SWIMMING POOL INSTALLATION AT SLOPED
1. SEPARATE GRADING PERMIT IS REQUIRED
9'6" 9"
ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. ACCORDANCE WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE SITE GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A UCENSED CIVIL
3 BARS 0 12" O.C. PROVIDED AS SPECIFIED AN CEC 680.26(8)(2)(A) OR (2)(B) AND SHALL BE ATTACHED ENGINEER IN THE STATE OF CAUFORNIA.
aRCUlAT1ON DRAINS: IN HIGH WATER TABLE, INSTALL W IS LESS THAN POOL DEPTH. # (30 MIN. FOR TABLE 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL FOUR (4) POINTS UNIFORMLY SPACED AROUND,THE PERIMETER OF THE POOL. SHALL BE 3'-0' WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0 FROM THE TOP OF THE POOL 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALGNG WITH POOL BUILDING PERMIT. LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY 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' WALL DOES NOT REQUIREADD ADDITIONAL REINF. BARS. WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE RECOMMENDATIONS AND IN ACCORDANCE WITH[ LOCAL REGULATIONS. 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
SURCHARGE DETAIL) * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0' THEN NO ADDITIONAL 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN. STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)1. FOR E.F.P. = 65 P.C.F., CNC. COVER = C + 2' 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. DEPARTMENT FOR PUBLIC SWIMMING POOLS.
/� Af. POOL/SPA THEA PCTER HEATER AND GAS PIPING IN ALLATION TO BE IN CONFORMANCE CITY OF ROCKLIN SPECIAL NOTES
TY OF ROCKLIN.
TYPICAL LONGITUDINAL SECTION N•T•s' 2 STANDARD WALL SECTION N.T.S.NTs1
B.
SAFETY CODE HFOR D PROPEVISED R INSTALLATION OF THE POOL DRAIN SYSREFER TO SECTION 115928 OF THE TEM CAUFORNIA HEALTH & �ENETHE ABSENCE OF A SITE NOTES ARE ONLY CSP SPECIFIC SOILS ABLE IN THE IINVESTIGATION, SWIMMING POOL AND SPA
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON CONSTRUCTIN SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22 GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID
SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: STRUCTURAL NOTES PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
WHEN LESS THAN 10 SLOPE SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL. 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557.
(SEE GENERAL NOTES #3) BOND BEAM PER
SURCHARGES NOT COVERED BY THIS
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 IM 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. FOOT.
SPECIAL DETAIL REQUIRED I°
WHEN LESS THAN POOL DEPTH OR H/4 -J a o m (1) #4 ®TOP
DETAIL REQUIRED (7.5' MAX. H/4) I . o 0 0 WATERPROOFING RECOMMENCED.
SPECIAL Q HORIZ. STEEL
°O0 6" C.M.U. W/
WHEN LESS THAN H/6 I o =3m
(10' MIN., 20' MAX.) BARS 0 12" O.C. N N a U- #3 VERT. BAR 0 24" O.C.
-w o
¢ I
SOLID GROUT.
ALTERNATIVE BOND-->r-�..... a ........................:
� O
1^1J4f �
PER C.B.C. SECTION 1808.7.3 BEAM LOCATION WATER BOND BEAM
z VERT. STEEL LINE.01 VERTICAL STEEL W/
a SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3 SCHEDULESSEE �I, F OR c 24" MIN. EMBED.
REQUIRED FOR CONDITIONS ABOVE
3" 'C' 11
TYP. HORIZ. STEEL
F CLR. 'C' kk 3•
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY ---,�
D AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CUR
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO COCABC SEC. 2103, AND
SCHEDULE. ur nry �wrv"u""
a ..) f.. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
zz c ? 2. GROUT SHALL CONFORM TO CBCABC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI.
¢ POOL FLOOR THICKNESS 4 SEE CBCABC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
4 MAY VARY TO ACHIEVE a r co
d. 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 CBCABC 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
CSTEEL
VERTICAL
3'6" 3"
#3 0 12'
3"
#3 0 12"
3"
#3 O 12-
4'0" 3"
W
-
3"
4"
3'3%.
W
W
51h'
T
5'0" 3"
#3
..............
...... ....
O 6'
3%"
#3 O 6"
............ ....- _..
5�/Z"
#3 0 6"
.... ......
5'6" 3'
4"
6'%z"
6'0" 3�fi"
5-
7%'
6'6" 4"
6-
7'0" 5'
......
6"
#3
-
® 4"
mm
_ _._
8W
#3
-
...... ....._
-
® 3-
._. , _.
7;6--F5%-
7'6"5%-8'0"
8'0"6%"
7"
8,%.1
8'6" 71h"
8'
9�%z"
9'0' 8"
9"
1Ox"
9'6" 9"
10"
11X"
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 CITY OF SAN JOSE SPECIAL NOTES
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THESE NOTES ARE ONLY APPUCABLE 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 GRADE THE FOLLOWING METHODS:
40 FOR #3 BARS AND 14 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) 14 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.. I 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 STRUCTURALPLAN 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 GP, 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 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 PSI AT 28 DAYS. WHERE APPUCABLE, 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.
IO.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
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED BUTTE COUNTY DEVELOP
MENIRVICES
OWNER
5 -FEET. R IE {/ I EWER FOR 1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR .14 DAYS AFTER INSTALLATION. COC C M �IAN /� (�,�
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. / '„ y
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). OAT - �Lj
... ,,, - SPECIFICATIONS.
I` SEE STRUCTURAL NOTE #1
IN. EMBEDMENT INTO
BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
MAINTAIN 18 M N.T.S. N.T.S.
SHALLOW FEATURES - UNDISTURBED OR 90% COMPACTED SOIL 4 RAISED BOND BEAM L5J NOTES HAS READ &UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6
BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
! NOTE: BOND BEAM PER TABLE 9' & LARGER CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
I I I 2• 2' 9 1/2" 3RD AND OR 4TH
SPA AIR -LINE N0. 1 &DETAIL #12. I I � ,t[- / 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 c� .f n v w r n `* --- 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 - ' I (2) #3 X W (4) #3 BARS
¢ " .3 W _ i W/ GROUT &PLACE PER DETAIL #8 1 PROVIDE 2 1/2" COPYRIGHTED MATERIALS, DRAWINGS, EITHER
ORIGINAL NS,
r7 IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
1" CUR. TO REINF. a I 6' ` ' BARS. #15 FELT OR 4 MIL DECKING CUR. BETWEEN
ELECTRICAL 'J BOX. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
o N 1" MIN. CLR. #15VISFELT ON TOP. 8" MIN. A807E DECK, WATER PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
w I THICK a #3 BARS I AROUND ALL COPING FINISH BOND BEAM W/ (4) #3 BARS DECKING. m AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
13" SPA LIGHT 12" O.C. �, 3 BARS 12" �AA ,, F -LINE OR FLC)D LINE WHICH OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
PIPES. # GRADE. PER. TABLE #1 & DETAIL #12. co TILE
o EA. WAY. O.C. EA. WAY. EVER IS GREATER '�CI1 THE USER ACKNOWLEDGES THAT HE HAS READ &
�_z"' "ws w nw r SKIMMER TED J BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. tWATUR PLUMBING MAY BE LOCA BOND BEAM HORIZONTAL
LINE. 24` ` •,: ' "r„�w�rw �
WATER COVER. �
j REINFORCING PER DETAIL #10. 6" LAP UNE. (2) #3 BARS V�� 1 1 2 1/2" IN BOND BEAM LOWER CORNER 3, BARS MAY BE OVER OR CALLS BY. A.J.C.
MAINTAIN 1" CUR. TO REINF.
MIN. t i ` L: COMPACTED CLR. UNDER VERTICAL BARS.
BEND �� \ M C FILL X � = W DRAWN BY: T.L.L.
NOT REQUIRED IF 6' MIN. I ? L•.1 CUR. ¢ 0 -J
CLEAR PROVIDED. z 5' MIN.j BOND ��� ( (if sy9 1 Z N 1PRECAST COPING OR BRICK
24" MIN. LAP a AROUND ALL. _ BEAM a \�!p o w ® -1
- -I I ¢ 8" CHECKED BY: R.L.L.
CIRCULATION DRAINS: j INTO SPA FLOOR #3 BARS : t <
UNDER X \ �� , I g
OR POOL WALL 0 12"O.C. : 2 3 'Z' BARS I SKIMMER. �� ¢ \NO . M\tJ o Q
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, O # #8 COPPER �. .P 6 m X (2) #3 BARS
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. GROUND WIRE o \9�A \ v=i�T VENEER.
r
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY I \
L_ 1CL
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6" DAM -LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED `O O \� - - `� o BEND
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR i - _ 1 FIXTURE FFo - _ - oo VERT. STEEL PROF SS�O
12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. LENS 1=' �F - - - - 45' OR 90'. ' ��
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: j - LAP OUTSIDE BARS INTO POOL REINF. ti0
24" 2 3 BARS 6" RECESSED •P9 OC ?� BOND BEAM PER--� L STILE N r�0� QAC ` c
POOL MIN. O # MI LIGHT. ai �A
SPA DETAILS MAY BE USED P EACH WAY S �Q� `Q`' TABLE NO. 1. (-PLASTER (� m
m
N.T.S.• T AROUND NICHE. w
SPA DETAILS FOR SPAS WITHOUT POOLS. 3" 18" MIN. p rn
<v EXP. 6/30
LAP EYP. .201
- 7
ROCK OR BRICK NOTCH
a �
` :t
4'-0' MIN. IMPERVIOUS DECKG - 1 <1
APPROVED SEALANT VERT. STEEL \ ` CIV1\- �Q
SLOPE 1/8--1/4' INSTALL PER MANUFACTURER r7 WOOD POST FROM �`� �a
L #3 0 6' O.C. ATTACHED PATIO COVER F OF Cp, 1
PER FOOT \4r
DRAIN O (2) #3 BARS. 5'-0" DEEP & BELOW. MAX. DEAD + LIVE LOAD = 2000 Ib.
3 1 /2" E- � NOTES •_' .3 . € N
o 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO
HORIZONTAL STEEL OR I I LEVEL TOP OF BOND BEAM
w a NOTE: BRASS CONDUIT TO POOL REBAR OR NON-METALLIC ROCK ON BOND BEAM. I I WITH GROUT & PLACE 15
X N
a N i W J zSATURATION "i`�' PROVIDE CONTROL JOINTS . 3" CUR. �r•� 5" MIN. ' #3 BARS ®12" O.C. EYP. M 1
U o a . j CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WARE FELT OR 4 MIL. VISQUEEN ON
of
RECOMMENDED WHERE APPROPRIATE. U TYPICAL TYPICAL INTERIOR W APPROVED POTTING COMPOUND PER THE C.E.C. GALV. SIMPSON POST BASE. H TOP OF BOND BEAM. PLAN VALID ONLY HATH WET
Uj / NOTE: BOND PER ELECTRICAL & -�il--4
`` PRIOR TO ,T 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH PLUMBING NOTE 2. STAMP & ENGINEER'S SIGNATURE
J POURING DECK. T) .x; EXTRA REINFORCING TO EXTEND IN RED INK ON PLAN.
6' REMAINDER OF JOINT IN STYROFOAM OR PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENT'S -
24' MIN. EACH SIDE OF RAMP. Iz , MASTIC
3 1 2 MIN. CONC. DECKING
SEE ELECTRICAL AND OTHER EXP. MATERIAL CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDARD 676. =-T
s / " T ::. ' " �� TILE AUTHORIZED SIGNATURES:
PLUMBING NOTE 2 REGARDING
# FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR RONALD L LACHER, P.E.
EQUIPOTEN11AL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE TODD L. LACHER, P.E.
KRISTOF NADASDI, P.E.
EXPANSIVE SOIL DETAILS (TARE NOT ME USILS WHERE E TABLE 1,SCHm�ERVMTs N.T.S. 8 SKIMMER DETAIL N.T.S. g SECTION AT '.LIGHT N.T.S. jaSHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.s. 12 CHRIS BI DENBACHJEFFERY , P.E.
SHEET:
STANDARD PLAN APPROVALS: p001 Ron Lacher, R.C.E.
STANDARD POO PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
g �+ THE 2013 CALIFORNIA BUILDING CODE en ineerin
9 9 Anaheim, California 92807
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714)630-6114 100
Phone: (714) 630-6100
10ONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC.
I