HomeMy WebLinkAboutB17-1646 041-420-035i
BUTTE COUNTY j
t I
DEPARTMENT OF DEVELOPMENT SERVICESPERNAT N•(// FORM NO
BUILDING PERMIT APPLICATION' `
Phone: (530) 538-7601 Fax (530) 538-7785
,€ Website: www.buttecountv.netldds DBP -1
fid, .. _.'t of �''P?S Fe' U ' e h t ,_a BIN NO:
' t�vctsst�t ve sx�srs t) 1:'�u u'C 7 ;7•.. 'Cf .,�,;F?,tc.,. t'ii?r',
PLEASE PRINT CLEARLY
I
i
t
i
i
ii
E ,
Na
Mailing Address
j: CitY, StateA Zips
GAS-! LO
P110M� Fax
c
Email Cell aye,
taw W eA-zU% 6
L_ NoIF
A
Property Address
*Sai l�
City Location
ation mu
gt not be in the city Omits of Chico, Gridley, Oroville or Paradise,
!d
htto ilwrr:M.buttecounty.net!ddslPlanning'ParceILookuoToet aspx
nse Class
G --r; D
Mobile Home permits (other than installation, foundation utilities & non-attached 'p
structures) are issued by the State. Telt staff if this permit is for a Mobile Home. Click
Z
below to see Manufactured Home Alterations and Permit Guidelines at
hhIto hw h d '.. ^50
ca aoy,..odesi-T.-hpP:-ICD _ Phon r, ZFo
Is this a ManufacturedlMobile Home (circle one) Yes I NN
�
MP/7 d� D3
h
Living Area:
Garage:
ezlctz)First Name
N Open La Name en Area: Covered Area: f
Mailing Address TOTAL SQ:
P. Structure Built without permits
�-p
City �CC� Statel�rT` Z�7/� n.,�----...._----'^---•------..__ ..-•----
Phone
Fax
f y�
_ ry
I EmaCell
il � _
TO L pr4d7e'u fool Zoning: Flood Zone:
S ✓' `-6303-7 Si2A: YES NO NPDES YES NO
i a S . Cp mar Code Enf: YES NO ❑ Legal Lot:YES ❑ NO
Occupancy Type Construction
_1
Permit T 79t
�d . 3 ! l
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
'�
- pool
engineering
inc.
August 1, 2017
Mr, Philo Hunt
County of Butte n
25 County Center Dr.
Oroville, CA 95965-3500
Re: Authorization to use Pool Engineering, Inca
Standard Pool Structural Plan
Dear Mr. Hunt:
By this notice Pool Engineering, Inc. and the undersigned engineer -of -record
shall hereby grant Perfection Pools a limited non-exclusive and non-
transferable allowance to utilize Pool Engineering, Inc. Standard Pool structural
Plan for the permitting and construction of the swimming pool project at 3807
Runaway, Oroville, CA.
Modification or reuse of the construction drawings without the express written
permission of the Engineer is prohibited.
t
If we can be of any further assistance, please do not hesitate to contact us.
Best gards,
,
Engineer's Seal
►o n eet , , Inc.
odd Lac er, P.E. No. 87858
Exp. 8!30119
This letter is valid only with °�y c t v % V
engineer's signature in red ink pF��r�ci
BUTTE COUNT`( 817-1646
BUILDING DIVISIOM
041-4-10-03;
APPROVED! AUGUST 3, 2017
POOL FROM[ MP17-0003
1201 N. Tustin Avenue, Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630=6100
I -
I
i
TIT1 r r% w
---
r ,R
I,
POOL GENERAL
SPA GENERAL
SPECIFICAIONS
SPECIFICATIONS
NOT TO SCALE
SPA TYPE - MDL # -
61-611 3'-b"
DIMENSION -
DEPTH
j f
DEEP
COLOR - TOTAL GALLONS'7'
END SHALLOW
SPA JETS -
E N D
HEATER
PUMP & MOTOR
SIZE 15'X30' AREA 390 SQ.FT.
AIR BLOWER
171 DEPTH 3'-6" TO b' -b°
GAS LINE
POOLPERIMETER78 LN.FT.
PLUMBING FOR SPA - \
SHAPE FREEFORM
ELECTRICALS / CLOCK - '\
POOL CAPACITY +/-14,500 GALS.
EXCAVATfON -
PLASTER PEBBLE SHEEN. TBD
DECKING - \
TILE TBD '
MISCELLANEOUS - \
PUMP PENTAIR VARIABLE SPD.
APN # 041-420-035
FILTER FNS 48 SQ. FT
LEGAL DESCRIPTION
VACUUM LINE &SKIMMER (2) 2"
RETURN LINE (4) 2°
MAIN DRAIN (1) 30" CHANNEL DRAIN
SKIMMER MODEL U3 ,
FILL LINE 3/4" TO NEAREST SUP.`'
ANTI SIPHON VALVE WILKINS 720A
PERMIT OFFICE:
HEATER - SIZE - BTS
BUTTE COUNTY
GASLINEBY -
MGR.
CLOCK PENTAIR EASY TOUCH - 4
SALESMAN TONE LAROCCO
LIGHT ` WHITE LED
POOL CLEANER POLARIS 280 SYSTEM
OWNER IS RESPONSIBLE:
CHLORINATOROFFLINE CHLORI.
* TO DETERMINE APPROXIMATE
ELEVATION OF POOL ON DAY OF
BOARD -SIZE -
EXCAVATION
BOARD SUPPORTS
TO DETERMINE PROPERTY LINES
AND EASEMENTS
LADDER - MODEL -
SLIDE # - COLOR -
* POOL AREA TO BE FENCED BY
GRADE -
OWNER PER COUNTY OR CITY
ORDINANCE. GATES TO
CLOSING SELF LATCH NGE SELF
DECK BY AL' S CONCRETE
CONCRETE AREA 450 SQ. FT.
* POOL ENCLOSURE NEEDS TO MEET
ADDITIONAL CONC. AREA -
LOCAL BUIDLING DEPT. REGULATIONS
DEVELOPED FROM CALIFORNIA
SWIMMING POOLS BARRIER
-SCALE 1/32 = i' - 0"
ENCLOSURE REGULATION 09-2007.
DOC AND CALIFORNIA HEALTH & -'
N O T E S
SAFETY CODE SECTION 115920-115929
1) DOOR OPENING ONTO
* DO NOT TURN ON POOL LIGHT WHEN
POOL IS EMPTY
* CONTRACTOR CAN ASSURE NO
"POOL AREA WILL BE
EQUIPPED WITH POOL
RESPONSIBILITY FOR PETS/ANIMAL
CARE ON JOBSITE. OWNERS MUST
ALARMS
MAKE ARRANGEMENTS TO KENNEL
OR CARE FOR PETS/ANIMALS.
I HAVE RECEIVED A COPY OF
Z) POOL -WILL NOT BE BUILT
IN EASEMENTS
3 GATES TO BE:
)
THIS PLAN AND HEREBY
APPROVE POOL AND
*SELF CLOSING
EQUIPMENT LOCATION
*SELF LATCHING
CUSTOMER'S SIGNATURE < DATE
1172 EAST 20TH STREET
CHICO, CA 95928 PERFECTION
(530) 895-0437
LICENSE#566654
NAME
BILL & GINA'McKEE
ADDRESS
3807 RUNAWAY ROAD
OROVILLE,'CA
95965
RES.
PHONE (530) 868-7498
'BUS.
PHONE -
NO.
REVISION
DATE]EMAIL
SLO@SKINDEEPSALON.COM
DATE
07/14/2017
DRAWN
BY CRA
DRAWING
TITLE:
TITLE
PAGE PAGE: P 1.0
ADDRESS: 3807 RUNAWAY ROAD
DATE:07/28/2017
DRAWN" BY: CRA
DRAWING TITLE:
i
FBENCHAND STEP OPTIONS.S OP»' NOTE.L E EARTH SURFACE 14 PER/ TABLEBED EARTH MAY BE LEFT N P A NO. � GENBOND BEAM HORIZONTAL BARS M ERAL NOTES
I LCE TO FORM THE STEPS OR BENCHES. REINFORCING STEELAY BEFOOT OR SLOPE DECKING„ t $ To GLAZIN/ GIN HAZARD OU SBE PLACED AROUND.: P » OVER LOC -1. THIS STANDARD P ATIONS
THE 5TE OR BENCH SHAPED EARTH (3 CLEAR FROM EARTH). OR UNDER VERTiCAL.BARS. NON-EXPAN I OOL STRUCTURAL PLAN MU T1 4 PER FOOT AWAY FROM P00 S VE : EXPANSIVE NO DECK I S BE ACCOMPANIED BY A CLEAR P/ L /H GH EXP. BUILD G SURCHARGE PLAN SHOWING POOL' & 0 LOT WHEN REQUIRED BY THE BUILDING ED ITYPICAL INCLUDING ALL SPECIAL DETAILS. R SPA SHAPE, DEPTH AND DISTANCE TO CAL, GLAZING SHALL COMPLY WITH THPROPERTY LINE ' " E CBC SECTION
.TH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE).WITHIN 2406.4
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE
BENCHES AND STEPS IS OPTIONAL 2 STORY WOOD
SLOPES AND STRUCTURES ' ,INCLUDING LOCALLY ADOPTED AMENDMENTS.
A ,. GLAZING
2.' REPRESENTATIVES ZING IN
B E RESENTATIVE AND
S OF P FENCES
C 00 USED
L ENGIN ED AS
ENGINEERING INC.I BARRIER
D NC. =HAVEN ER SHALL
NOT INSPECTED THE SITE &ARE L BE SAFETY GLAZING WHEN
FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER RELYING ON INFORM ALL OF THE FOLLOWING CONDI •- INFORMATION PROVIDED BY THE CONTRACTOR OR TIONS ARE PRESENT -
BASIC GRIDS DETAIL 8 REQUIRED OWNER TO DETERMINE
TABLE 1 TABLE 5 1500 #) Q EDW EXPANSIVE' SOIL. THE ADEQUACY OF A. THE WALKING
S»
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60
„ #/FOOT MAX. / THIS STANDARD POOL STRUCTURAL PLAN FOR THEA ABOVE AN
ACTUAL SITE Y STANDING OR >
CONDITIONS. SHOULD SITE CO WALKING SURFACE
r� BARS ®12 O.C. 'COPING '� NDITIONS VARY FROM THAT COVERED BY THIS STANDARD
P
00 B.
a L STRUCTURAL THE GLAZING
AL PLAN IT I TNG IS WITHIN
S THE RESPONSIBILITY OF THE 5 FEET OF A SWIMMING POOL OR SPA DECK AREA
BOND BEAM o m _' n CONTRACTOR OR THE
A m OWNS
WATER SURFACE. � , BRAIN m RTO NOTIFY POOL
TABLE TABLE TABLE `. RACE. � ENGINEERING INC. AND OBTAIN APP
DECKING: MINIMUM SEE TABLE 1 &DETAIL APPLICABLE SPECIAL
» # #12• ENGINEERING DETAILS PRI <CONiiNUOUS
OR TO CONSTRUCTION. EXPANSIVE SOIL SHOTCRETE INSPECTION
AL BONLY FOR STATED EQUIVALENT FLUID LUID PRESSURES AN WHERE R
T
GD POOL ENGINEERING REQUIRED A
BOND BEAM.NEERING INC: ALL PNEUMATIC'
CONCRETE PLA
,�777::,777 CEMENR TSH ECOM ALL BBUI DMENDS E INSPELING CODETHAT TH CTEDE OWN BY A SP? ER OR ECTAL
, CONTRACTOR iNSPW.,.�n,.�,..rnn..as OBTAIN A SOILS R ECTOR IN CONFOR EPORT. MANCE WITH CBC SE 4 BARS 3. THIS P SECTION 1704, WHO SHA
�Y Q „ o O #3 (4) #3 BARS LAN IS NOT: VALID WITHOUT ADDITIONAL LL SUBMIT A STATEMENT
C �Y � _ co ,,,> �; cn L SURCHARGE DETAILS INDICATING COMPLIANCE
3 0 ,MIN. z �` '!:• "' -� Cr CONDITIONS LS WHEN THE CE NTH THE PLANS AND SPECIFICATIONS.
E.F.P. 30 P.C.F. - 4 AS SHOWN IN DETAIL 3 APPLY P
- oi�j +i - ¢ 5 P.C.F. 65 P.C.F. 1 # (ER CBC SECTION 1808.7,3. AL
X o ¢ 45 P.C.F. SH ) L POOLS
m ALL COMPLY WITH SLOPE SETBACKS D (( ( ,n ¢ z / ,, CKS PER CBC SECTION TITLE 24
..: L I ) w ,�,,, 3 1808.7.3.
m arra 4.
a w.,,. _, ' VERTICAL VER THE STANDARD POOL STRUCTURAL
V) a _ , p TiCAL VER CTURAL PLAN IS NOT IN
¢- o €- R C TICAL yE TENDED TO BE AP
� ¢ G RTICAL _ APPLICABLE TO
, rn ¢ C NON PUMPS SHALL
, m x _ SiE C STRUCTURAL BE SIZED PER
I I I COPING z EL $ ITEMS INCLUDING SECTION 150 OF
0 0 ING o w TEFL STEEL BUT NOT LIMITED TO PLUMBING, (P) THE 2016 BUILDING ENE
NO R.B.B. I f N € » c� 1 o STEEL MBING, ELECTRICAL, STAND ENERGY EFFICIENCY
I o ' w z - „ FENCING, CONCRETE DECKING AND ARDS.
rr rr 3 ¢ I - » „ POOL GEOMETRICS.
o- _ 3 0 1 0 3 n
_ .. 0 3 ®I 2. MANDATO
,n ¢ . 2 3 n 5. DECKIN MANDATORY REQUIREMENTS
w # 3 ®12 3 G CONSTRU FOR # 3 (� 12 3 CTION IS SHOWN ASR POOL &SPA HEATING
,. w . ,�... ,... m o # 3
RECOMMENDED MINIMUM CONSTRUCTION NG SYSTEMS &EQUIPMENT.
I, m CLR. - _....__. # ®t2 AND
o __ DOES 1.1. SYSTEM lS CER
¢ rn x n _ NOT DEMONSTRATE A SYSTEM CERTIFIED WITH. THERMAL
A. o _ " STEM THAT WILL R EFFICIENCY THAT C
_..,.._ _.._.. - ..__...._:.. ..._,_:.... _. ¢ „ RESIST HEAVING COMPLIES WITH
n o ¢ 3 6 1 0 3 n NG DUE TO SOIL TH THE
BENCH STEPS _ _ _ -'_. 3 3 EXPANSI N APPLIANCE EFFICIENCY
! / 3 0 . ENCY REGULATIONS, READILY A -
. I _ €- ACCESSIBLE ON-OFF
f C _ SWITCH
E: _.Y. ,
I v n ¢ t ,
- o / „ » .. .._ 8.'ALL WEATHERPROOF
SEE OP110NS � m w CONSTRUCTION SH OF OPERATING INS
_ ALL COMPLY INSTRUCTIONS 0
_.<... _..,�. .., m_.... .._........ _....._ WITH: THE N ENERGY
o_ .... 4 0 1 3 E 2016 EDITIONS OF Y EFFICIENT OPER
€ j i a ¢ 0 3 THE CALIFORNIA OPERATIONS, NO '
¢ I I v �f 1 j- 0 4 BUIL ELECTRIC RESISTANCE
I ABOVE UNDISTURBED SOIL w F 4 DING CODE. CBC HEATING AND N
LO 1 I i f I c _... ___ W... _ .. ( ), CALIFORNIA ELECTRICAL CODE 0 PILOT LIGHT.
F i o rn „ _ (CEC), CALIFORNIA MECHANICAL
! N „ „ _.. 1.2. SYSTEM IS INSTAL
_ n "CODE CM LED WITH.
(..�. 1500 PSF `MIN. 4 6 1 0 3 " (CMC), CALIFORNIA PLUMBING
m m 3 CODE (CPC), CALIFORNIA ENERGY
i 5 ) CODE. 2016
C J t 5 A AT LEAST
36 PIPE BETWEEN
¢ I I E BUILDING ENERGY F FILTER
€ ! . EFFICIENCY STANDARDS, &HEATER FOR FU
! I ! 3 BEARING VALUE _.:. .. ....... ' RDs 2016 TUBE SOLAR
€- E i I E _ _._.:.:_ ... __ : ;: „ ,. " CALIFORNIA GREEN BUILDING HEATING.
rn : �- a ( I- . �.a , 5 0 1 - " " .,:STANDARDS B) COVER FOR OUTDOOR
6 3 3 " CODE, AND LOCAL POOLS OR OUTDOOR
( # ®6 4 3 ®6 5 „ ORDINANCES. OOR SPA.'
E€ I INFLUENCE LI # 3 CSD 6 5
f . , NE 1 # 3 ®6 1.3. ,POOL S
# ' 7. POOLS NTH DIVIN
G B SYSTEM HAS DIRECTIONAL INLETS
_ W I 4I i DARDS SHALL & A CIRCULATION
(! , , .. ! . „ _ _ MEET DIVING BOARD M TION PUMP TIME SWITCH
UNDER � � ;._� -�, �_ _.. _,_,. ;... �...,..�,.a. n ,. MANUFACTURER'S POOL P HTO
„ r ; f FOR FOOTING C SHOTCRETE COVER 5 6 2 -0 3 4 i GEOMETRIC PERMIT OFF PEAK OPERATION.
4 E.! € :. _1�. :: ,, II : , '. 5 5,z5%'TRIC STAINDARDSAND OR LOCAL.
WATER r J _ % CODES.
I I
,:. SDRC TO # � 0 _
HAIR E CHANGED 8. SIG
_: .. G , n„ _ NS & SAFEIIY EQUIPMENT
_ .�..,.t._... _.„... ..._ t .. _.... O Q„ SHALL BE
� i,. �2'-6INSTALLED IN ACCORDANCE
LIGHT PER :, I P 6 0 3 t CE WITH LOCAL CODES. FENCING A
. ! UNIFORMiLY.4 6% 9. PUBLIC POOLS REQUIRE COU AND BARRIERS
1 I (- : , rn _ ._..: 6 COUNTY HEALTH DEPARTMENT APPROVAL ROVAL AND PROVISIONS F
DETAIL 10. ' F ....... OR
n ASSISTIVE D
# _ ,.....,.,.., n � � DEVICES FOR THE L PRIOR T
-{ -r--r : SEE TABLE 1 � _ „ E DISABLED. 0 FLUNG, THE POOL N .
ADD 3 C� 12 O.C. 1 6 6 3 0 3 + „ AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5 MIN.
# � 4/i 7,� - 10. CONTRACTOR 1
7 OR OWNER SHALL VER HIGH
€ 5 VERIFY ALL Fl .FENCING &
I f <. -- �..._ m� _•; FIELD CONDITIONS &DIMENSION GATES WITH NO OPENING
LONGITUDINAL ®TRANSITION -. „ „ _ -- .-• _ SAT JOB S GREATER THAN 4. GATES
SITE. POOL LENGTH, GRADE BREAK LOCA _ TO BE
-•-r-�� -�- . ACTUAL DIG LINE, MAY'-�. ,, 7 0 3 -6 3 .. PIONS &DEPTH SELF-CLOSING -
G &SELF LATCHING WITH LATCH A MIN. OF
• .- -FOR. EXP. SOILS. r :�,--., 5 8� 8 PLOT PLAN DIMENSIONS AS NOTED ON THE 5 HIGH. ACCESS
GATES
.. , __ SHALL
• VARY, LOCATE STEEL - u..... , -- _ -. . _ w_ r� � COMPLY WITH APSP SUGGESTED MINIM THROUGH FE
UM STANDARDS FOR FENCING SHALL OPEN AWAY FROM
THE POOL
M
„ ,� „ :_: _ _,_.._ ._ ,, _, RESID MAXIMUM VERTICAL
ENTIAL POOLS OR APPLICABLE AL CLEARANCE '
n _ L 7 6 - 1„ L CAB
4 0 3 : i „ LE STATE AND LOCA FROM GROUND
� .., .... .... TYP. 3 CUR IF ,...._. _ 5 L HEALTH DEPARTMENTS D TO POOL FENCING
`g ,,. ,, FLOOR FROM EARTH ,; fi 9/z TMENTS CNG SHALL NOT EXCEED I
STEEL BASKET IS NOT REQUIRED -----�•.:_ . 9 REGULATIONS 2 INCHES. WHERE THIS VARIES
_ .._ >, n SURCHARGE , w m _. _.. _ ;;,. � :;.:. AAD MANUFACTURERS RECO RES FROM
CONDITION. ._..:....,. _. ,. -:. �.._. _::_ �' RECOMMENDATIONS. <LOCAL CODES, .THE LOCAL C
6 THICK MI ------ " „ _ _ _....: ODES SHALL PREVAIL
N. SHOTCRETE GUNITE , , _ 8 - n
( ) VERTICAL STEEL. �., .. r. 0 4 6 3 � n
EL
n USE TABLE I SCHEDULE a n 6 1 p
DRAIN PIPDUCE D, _ fz 10
E SHALL NOT � Iw _..... _...: ELECTRICAL W/ 3 BARS ®12 D.C.o4 Mw. _._._ L .AND PLUMBING
ENCROACH INTO UN BUILDING SURCHARGE) - "
G ITE SHELL ( GE) WHEN 8 6 5 0 4 � " (
EACH DIRECTION • 7 11 L ALL ELECTRICAL CITY OF FREMONT
EXTEND WALL � 11 L SHALLBE IN CONFORMANCE WITH THE 2016 SPECIAL NOTES
SETBACK TO BUILDING FOUNDATION HORIZONTAL"� GEC.
STEEL " 2. POOL SHELL AND PERIMETER REINF. INTO E IMETER PAVED AND UNP THESE NOTES ARE ONLY '
CIRCULATION DRAINS. n FLOOR. AVSD SURFACES SHALL BE BONDED IN APPLICABLE IN THE CITY OF FREMONT.
IN HIGH WATER TABLE INSTALL N� IS LESS THAN PO 3 ---� -�
, OL DEPTH. # BARS ®12 O.C. <ACCORDANCE WITH CEC 680.26 B L' SEPARATE GRADING PERMIT
( ). BONDING TO PERIMETER SURFACES B REQUIRED FOR SWIMMING P
PROVIDE 2 ANTI -VORTEX ES SHALL B POOL INSTA
ORTEX SUCTION OUTLETS PER PUMP, 30 MIN. FOR TAB E ELATION AT SLOPED
O U P, HYDROSTATIC VALVE �) PROVIDED SITE. GRA
AND ROCK INDICATES TYP VIDEO O REINFORCING
IN DING PLAN SHALL BE PREP
ICAC RADIUS ACTUAL � CEC 680.26 B 2 A OR PREPARED, STAMPED AND
' COVERED HATH APPROVED A.S.M.E. STANDARD A � ( .RADIUS O( )O (2)(B) AND SHALL BE ATTACHED SIGNED BY A LICENSED CIVIL
112.19.8 ,' „ NO DECK OR HIGH TO THE POOL � "ENGINEER IN THE
PACK AT LOW POINT.. 6 HIGH MAX. FREESTANDING A _ OL REINFORCING STEEL OR COP STATE OF CALIFORNIA.
ANTI -ENTRAPMENT ( G DDITiONAL BARS BEGIN AT 5 0 FROM THE MAY VARY, SEE STRUCTURAL PER CONDUCTOR GRID AT A MINIMUM OF
T GRATES,;THAT ARE HYDRAULICALLY E TOP. OF THE POOL L NOTE #11) 2. MINIMUM DISTANCE
MASONRY EXPANSIVE SOIL FOUR (4 POINTS UNIFORMLY SP E BETWEEN EXTERIOR WALL OF AD
) ACED AROUND THE PERIMETER OF ADJACENT BUILDING &SWIMMING P00
THE POOL L
BALANCED AND SYMMETRICALLY PLUMBED " NRY SCREEN OR GARDEN WALL RAISED OR NOT RAISED). � _
L BED THROUGH T" ( ) 3. OBTAIN ELECTRICAL AND PLUMBING SHALL BE 3 0 WIDE WALKWAY
D INDICATES DISTANCE DOWN L MBD PERMITS ALONG WITH P PLUS THE WIDTH OF SWIMMING
FROM TOP OF POOL BUILDING PERMIT. POOL BOND. BEAM AND NO
FITTINGS. DRAINS SHALL BE SEPARATED WALL DOES NOT REQUIRE g
BY THREE FEET IN „ UILDING:FOOTING 4.:ALL EQUIPMENT SHA LESS THAN THE DEPTH OF
LL BE LISTED AND INSTALLED PER THE POOL ADJACENT TO THE BUILDING.
WALL TO INCREASE SHOTCRETE R MANUFACTURERS LDING. REFER TO
IF POOL WALL HEIGHT DOES NOT EXCEED 5 -0 THEN NO A ETE COVER AND STANDARD
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. SURCHARGE DETAIL) ADDITIONAL SURCHARGE RECOMMENDATIONS AND IN POOL STRUCTURAL PLAN DETAIL. 2.
BARS ARE REQUIRED. ADD ADDITIONAL REINF. B
ACCORDANCE NTH LOCAL REGULATIONS. #
Q IRE0.'(DOES NOT APPLY TO SUPPLEMENT DETAILS ARS. 5. POOLS SHALL BIE EQUIPPED WITH A 3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT FILTERING SYSTEM. T SUBMITTAL PLANS SHALL ACCOMPANY THIS
6. BACKWASH SHAILL BE DISPOSED 0 STRUCTURAL PLAN INDICATING ALL REQUIREMENTS 1. FOR E.F.P. = 65 P.C.F., CONC. COER= OF AN APPROVED MANNER. TS OF THE CBC AND COUNTY H
T�/ C {` 7. P00 DEPARTMENT FOR PUB HEALTH
�
TYPICAL POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN LIC SWIMMING POOLS.
CAL LONGITUDINAL SECTION N.T.s. CONFORMANCE
2 WITH THE CPC.
STANDARD WALL SECTION B. CON CITY of Roc
N•T,S, TRACTOR IS ADVISED TO REFER TO SECTION KLIN SPECIAL NOTES
1 SAFETY 115928 R THE CALIFORNIA HEALTH & THESE NOTES ARE
CODE FOR INSTALLATION OF THE POOL ONLY APPLICABLE IN THE CITY OF ROCKLIN,
TOP'
DRAIN. SYSTEM.
OF 9. A REDO 1. IN
CED PRESSURE PRINCIPLE BA THE ABSENCE OF A SITE SP
'SPECIAL DETAIL REQUIRED TOE OF SLOPE 0R OTHER NOTE. BACKFLOW PREVEN SPECIFIC SOILS IN
TER (RP DEVICE IS REQUIRED ON INVESTIGATION, SWIMMING POOL AND
AL ) SPA
f SLOPE L SWIMMING POOL AND SPA FI CONSTRUCTION SHALL CONFORM WHEN LESS THAN 10 SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDI LEERS PER CPC 603.5.20 M TO STANDARD POOL STRUCTURAL TIONS EXCEED PLAN STEEL AND
GUN1
TE SCHEDULES HE LES FOR
PRO HI
VIDE AD GH EXPANSIVE THE LIMITATIONS EQUATE DRAINAGE SIVE SOIL WITH A
SEE NS BELOW ED ADDITIONAL T [' MINIMUM SOIL EQUIVALENT FLUID
( GENERAL NOTES 3 TABLE #) N0. 5 RAISED .:BON STRUCTURAL' NO PRESSURE of D
SURCHARGES NOT COVERED BOND BEAM PER BEHIND POOL WALL D BEAM NOTES 65 P.C.F. (SCHEDULES C AND G
D BY THIS
2,
CONCRETE SHALL BE PLACED LACED A
SOILS GAINST
PLAN ARE
PRESENT
ADDITIONAL TAB
HAIL UND
, LE 1
& DETAIL n
12
# z
- 1 4
SURCHARGEPER
DETAILS ARE REQUIRED. r? /
Q FOOT.
I
.SPECIAL DETAIL REQUIRED =w: -- -- - •
WHEN
_ E
� <
E SS �.
LE THAN POOL
DEPTH 0
R H -Ys w L
4
_ 1
x
0
¢ 4®
TOP
7.5 MAX. H 4 ¢Of
! :SPECIAL DETAIL REQUIRED ( /) .._ !� m
Q o
WATER
i PR0
E. OFl
z .f NG
RECOMMENDED.
ENDED.:
WHEN LESS THAN o
0 0
H6
_ HORIZ. STE
/ EL „ ,
m
w
z
10 MIN. 20:n co rr o 6" C.M.U. W
( MAX.) BARS ®12 O.C. .€ a' m /
N w rn 3 „
cn VERT 8A
¢ !� # R ®24 O.C.
, SOLID R
� GOUT
PE.ALTERNATIVE BOND- a ----
0
ER C.B.C.C.B. .
C SECTION 18
08.7.3 � ; . _ €- � �
BEAM
ri.�r
LOCATION
i BOND
BEAM
t ATER
\ tt.
LINE.
a_ VERT. STEEL
VERTICAL ADDITIONAL AL
110N s
AL SPE IA STEEL w
a _ C L DETAILS /
SU n
R SEE
CH ARG TABLE
E 5
CONDITION J IONS
N.T.S. € 24 MIN....
EMBED.
RE
REQUIRED FOR 3 ,
Q CONDITIONS ABOVE scHmuLEs F OR � F. 6
• . C. r
TYP. HORIZ. STEEL
v REFER IN -
GROUND
,
TO AMERICAN NATIONAL STANDARD DARD
FOR RESIDENTIAL IN G
ROUND SWIMMING POOLS PUBLISHED BY C
� LR. C 3
AMERICAN NATIONAL: STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE t- TE (APSP) 6 L
CER.
J
BEACH C ENTRY
O
STEEL AND SHOTCRETE
SHALLOW WS
SHELF
_ o (REEF)
MASONRY SONRY
NOTES:
S.
( TE) THICKNESS PER
m 1.
_ CONCRETE , .�,. A BLOCK SH
n ., APPROPRIATE AL
Y RIA L BE
�n v'✓^.E ",R .1. . TE WAL GRAD
L E N EXPO
� wsr v,rv,, (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
_. )
¢ _ , v ^-,�u �,, .. �� ., ,�.. , CONTROLLED),
,....., - SCHE .., �.NORMA
DUCE ._._: L WEIGHT UNITS 135 PCF), ), CONFORMING TO CBC BC SEC: 1
�,./I 2 03, AND..'.
z ASTM C'90:
,. ALL CONCRETE _
BLOCK SHALL v L HAVE A DESIGN S _
STRENGTH OF fm 1500 s,.
a z p
€- POOL FLOOR THICKNESS 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=
2 000 PSI.
I
„ ao ..
_ , SEE C
BC BC :TAB
r. � MAY VARY TO ACHIEVE /I LE 2103.12 FOR
EVE k PROPORTIONS OF INGREDIENTS.
- i m
DESIRED W _
_ - ED ATER DEPTH. _:_ 3. MORTAR E TH. _. _ _.: _ R SHA _
v, .�. _�; .,_.,• LL BE TYPE M WITH fc 1800 psi AND SHALL CONFORM TO CBC IBC SEC.
_ 1
2 03 & ASTM C 270. SEE CBC IBC TABLES
2103.8 1
/ 2 FOR PROPORTION O,O AND PROPERTY
TIONS.
SE
/1
N
E STRUCTURAL NOTE 1
n
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 ® 12"
3"
#3®12 n
- -
W
n
3
#3 ®12 "
-
4-0- 3"
3"
STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES A MINIMUM SOIL EQUIVALENT ALENTGIVEN POINT IN THE POOL STRUCTURE.
5. BONDING/GROUNDING (PER THE CEC OF THE STRUCTURAL FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL UNITED SOIL
AL REINFORCING MUST BE ( CLASSIFICATIONS GW,
4'6" 3-
fz
5%'
5'0" 3"-
'#3
® 6"
3%"
3 ® 6"
5� "
/Z
3
-
-
5'6" 3"
4. IN
7. ACCORDANCE NCE
SHALL CONFORM TO CBC SECTION 1903.1 ACI 31 WITH CBC SECTION 1802.2.7,' A SITE SPECIFICAT SOILS
8 CHAP. 19 & ASTM C 150. BE REQUIRED INVESTiGAlION MAY.
B. SHOTCRETE/GUNiTE IN CONTACT WITH SOIL' SHALL BE IN Q FOR PROJECTS LOCATED iN SEISMIC DESIGN CATEGORIES D E
ACCORDANCE WITH ACI 318 , OR F.
4"
Co" 31%"
5"
7�/Z"
6'6" 4"
6"
8i%»
7,0„ 5-
6„
# 3
®4"
8fi
# 3
-
®3^
,.
T6" 5/Z
6"
8� '
7-
/z
8'6' 7%,.
9101, 8"
_
81.
9�%„
9.
1 oy n
9,6„ 9"
1 „
0
11 �
ii
10'0" 9"
11"
12%" ' n
2 iz
10'6" 9"
11"
11'0^ 10"
12"
MAINTAIN 18 :MIN. EMBEDMENT INTO
SHALLOW FEATURES N.T.S.
UNDISTURBED OR 90%COMPACTED '4 RAISED. BOND
SOIL BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES
rJ NOTES THAT HE
T HIAS READ & UNDERSTANDS
NOTE: BOND BEAM PER TABLE " TANDS ALL OF THE NOTES INCLUDED HEREIN. C)
SPA AIR -LINE 601-8. 9 LARGER
NO: T &DETAIL 12.
# 2 2
_. ; BRICK OR PRECAST
MAY B ' --�
E LOOPED
PROPERTY TY RI
GHTS TO!
ALL DRAWINGS,
CONCRETE COPING.REPRESENTATIONS,
INTO SPA BOND „ »
c� M M .. ID
a ,. , r., ,4 . �,. . ,� :. _ EAS. DETAILS, NO
n ,. ,�... > ,..>. ,._ 5. TES & SPECIFICATIONS � .. _ _ 9 t 2 TIONS EITHER
z: €,_.,,._. a „ r , fut",w•^.n, ... � � / 3R COPIES
D AND/OR 4TH
BEAM.n OR
MAINTAIN >Z, n ORIGINA
_. _., ! LS THEREOF
THAT MAY BE IN
o � 2 3 LEVE _ EXPANSION J � INCORPORATED IN
„ ¢ , , O # x € L TOP OF GUNITE 4 0 DINT &SEALANT to 12 B TO
z , (4) #3 BARS MIN. AR LOCATION THIS DESIGN ARE
cl CUR. TO REINF.' „ ¢ € , E THE PROPERTY SOLEY OF POOL -
¢ BARS. W GROUT & P REQ D. f0
r ' I g ' � / LACE. R EXPANSIVE SOILS. � 'MAY VARY TO ENGINEERING, TNG, INC. PERMISSION FOR ANY COPIES OF SAID
o n
1 DECK -PER
E,., 5 FELT OR 4 MIL. TNG DETAIL 8 COPYRIGHTED # 1 PROVIDE 2 1 2 HTED MATERIALS, DRAWINGS REPRESENTATIONS,
!� I ', THICK x 3 BAR m 1 MIN. CLR. #r --.ELECTRICAL: J BOX. ESENTATIONS
U-1 ¢ # S !h /
IDEAS, DETAILS AND SP
m 3 a e VISQUEEN ON TOP.: „ , SPECIFICATIONS
P 12 -0:C.
AROUND ALL CLR. BETWEEN TIONS EITHER ORIGINAL OR
SPA LIGHT N - ... � COPT 8 MIN ABOVE DECK, WATER COPIES THEREOF T
, . ,;;. 0 BE MADE, COPIED OR AL
_ 3 BARS 12 ALTERED BY
PIPES PARALLEL LEL BARS.
EA. WAY. o n
`� _.....- o \G : ANY PER i
F -LINE OR FLOOD LINE WHICH .FINISH. BOND BEAM W PERSON, BUSINESS, OR CORPORATION MAY
_ ...-_.__m.. ,3 BARS ,..... ONLY BE
a .. ,,...,. M. D.C.O.G EA. WAY. / O # DECKING.
• w. _.:.,
AUTHORIZED
, .. _• WITH THE EXPRESSED I
EVER IS k _..E.a. ESSED WRI N
GREATER. GRADE "PER TA WRITTEN PERMISSION
M BLE 1 &DETAIL 12. _
€.. LE OF POOL
E .. ,. ENGINEERING,INC. BY
Q EQ. �Wq _.1 r:.., �,�1
THE USE OF THIS PLAN
TER SKIMMER _
€ THE USER ACKNOWLEDGES THAT WATER _ , ,, HE HAS
__. READ &
�.. „ ,,.... ..,..:...: _ ,_ BON
n : BEAM
E TAB
_ _ ., NO.
LINE: 24 _. _ 1.
COVER. ,., � _,, m. ,
REINFORCING � ,. �:�,„ UNDER
.DRC NG PER DETAIL -1.., > STANDS A
l 10. \ J. I ...... � ALL OF
# 6 , \ �.--..� ,_.h �....>: r., . ,. ; PLUMBING' MAY THE NOTES INCLUDED
LINE ,.._. !._.:! ,,...: k.. ,. , � e?:_, cD , ,.. .n ,nM.a,nNt., :r „ ,�,M>,,:w;. sp» -N,,�
BE LOCATED HEREIN.
LAP 2 3 \ _. w, 1.. .
f MI ( )
BARS ' \ , ,.. _.,
NOT REQUIRED N. # _._ , ,
Q IF 6 MIN. _ .! ,,�IN BOND BEAM LOWER BOND BEAM HORIZONTAL
I
n-
CORNER L _
Fi .
CLEAR PROVIDED. N. ,, 2 1 2 BAR
- �� ` v Z / a MAINTAIN 1 CUR. TO 3 S MAY BE OVER OR CALCS Y
BEND z
COMPACTED o ENF. B A.J.C.
n l _w
CER. UNDER VERTICAL BARS.
n 5 MIN. ,; �� � CUR.
¢ o
z BON o FILL x w
24 MIN. _ -� D �
LAP _ „
m a
A
tr
S
-n
ROU ti N �
ND N _
ALL
_ DRAWN
_ m RAW __.
CIRCULATION DRAINS. _. ,,,_ ___, BEAM � o -
'INTO SPA FL --..,..€, : ¢ w 9 � rn PRE
OOR 3 BARS �' CAST COPING 0
-� # n!, � � �!m�. � � z R BRICK
__. a \
n !
_.. � O w
_ _.., UND
.. _,> ER
PROVIDE 2 ANTI �,
VOR . , „ T.
TEX S OR . , ,
SUCTION OUTLETS , POOL WALL ®12 0. �.__ _ ,,_ 4. .. n F
O PER PUMP, ' _::.._, C. f E r...,, , . �� /y o OC U
_. _. .
¢ S@
`T, ::, � 2 3 Z BARS , .,� �.. \ 8 ,
COVERED ►rA O # _.. ,;�.. ,_.._ SKIMMER. �� x � € rn v
TE.. CHEC
NTH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. F „ 3
8 COPPER I : ¢ N s, \N <r o m F
# \ o`-�`
...�__.. 380
" ANTi ENTRAPMENT GR ¢ 7
Wawa
.. � ,P 6 J �
GRATES, ARE HYDRAULICALLY GROUND � € m ..,
WIRE � � x > 2 , .
n n „ \9 ¢ ( BARS ,
n r , ) #3
BALANCED AND SYMMETRICALLY Tio ¢ _. .n_.
w_
O
TR CALLY PLUMBED THROUGH T DAM WALL :: 6 DAM - L I C
OVII
AP INTO SPA REINF. � ,
�i
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE n TION AT SKIMMER L / t. PERMIT # 1
REE FEET IN HORIZ.' BAR _ m - o--�
C.E.C. APPROVED w VENEER.
12 DAM LAP INSIDE BARS INTO SPA REINF. O � co .-
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 1 � • ,., \ o BEN DEVELOPMENT r.
F - D BUTTS COUNTY C?E\/EL E
FIXTURE I O M`NT ,_FVICES OF /
CONDUIT. ,: Fq 0
8. LAP SPLICE:.;
R
.; P N
LAP OUTSIDE BARS .INTO POOL REINF. .�.. � ._ ._ _ o, n•,,, ,
» LENS 3VERT STEEL _.-, � �. O '4
1 11 24 n ,.., F -- - x 4P ,.a
ti
6 O � 90. � a€,.m,L.� e ./
RECESSED ,.., tE.� C
, SPA DETAILS MAY BE USED . eooL MN. 2 ` 3 BARS ' !I�
�. y
O# P p 1 NILE r
MI _ . 9 F -
SPA DETAILSLIGHT.
. � �,. ,
N.T.S. EACH �q , BOND BEAM P
FOR SPAS LAP' CH WAY - ,>_ , _ � ER -�\ C 0 �. �- .,.m. / �
WITHOUT POOLS. 7 � �x � o � � C E m
AROUND NICHE. i€ .. P Q TABLE NO. 1. -PLASTER Ci
- 3
n 18 MIN. DATE
O
V
4'-0" MIN. IMPERVIOUS<: LAP TYP.' -_
DECK
OU U,
_ n
�!
_. CLR.BIR, w��,cu !9
_ '1 ROC
K OR ICK NOTC-•� �
"
APPROVED SEALANT �� I
SLOPE 1 -
8 1
4
ALL ...
/ / PER MANUFACTURER
_.. ,.__.
CTURER E ,...
i4 �
_ i
1.1.
I
I�
: VERT. RT.
....,4 , .,�. STEEL EL C � P
PER FOOT i> 1V1
3 1 WOOD 2 POST FROM
/ DRAIN _
E-- E � -C. O
1.. <....., 3 ®3 O.C. � . 1' �
„ m ATTACH Ofi 1F
W (2) #3 BARS. ED PATIO COVER CAi
In `- ,,. NOTES. _
4 0 DEEP &BELOW.
z 2 ,
MAX _
a DEAD
LIVE LOA
a ........ D ...200
0 Ib >
w
x _.
N F ,.
cn „ ., OTE. , �
1.'IN
ST
r.. ALL N
_ 0. 8 �
COP
,E , P
ER GROUN
g : __., .. D WIR
E FROM LIGHT
w N CHE TO T.
..,&..,, ....,,_ ..,... J ..
I, k
OR
H o SATURATION PROVIDE CONTROL JOINTS BRASS CONDUIT TO POOL -
HORIZONTAL STEEL. w v
o rr _ ..., :3 .CLR. -�° 5 MIN. REBAR, OR NON METAWC
rn ..C..:._:. i..... !h 6 I LEVEL TOP
n ROCK ON"BON OF BOND 15#
v o IEAM.
m
RECOMMENDED <.,
NDED WHE
RE APPROPRIATE. _,._ ,, . 3" BA
ATE. `CONDUIT CAN RS ®12 O.C.-0
,...., BE USED HATH INSULATED N0. # P, M
TIYPICAL. TYPICAL 8 COPPER WIRE t ! WITH GROUT m 1 , ._... �: T &PLACE 15
PRIOR TO
N
TERIOR APPROVED .l
POTTING COMP
.x; ,� OLIN
.. � D P_....,, PER THE C.E. CALV. LT OR 4
. , ,. , _._ ,:. C.E.C.C. L . SIMPSON POST. BAS MIL VISQUEEN ON
POURING DECK. I Z
it
€� NO
lE.
n - TOP
2 S BO OF
,. HAMMING P ND PER `E BOND BEAM.
POOL LIGHTING LECTRICAL &
FIXTURES SH . .
ALL COMPLY WITH ,
�f--i PLAN _.
s VALID ONLAY
PLA �1pITH WET
SEE REM N AT S EXTR
ELECTRICAL. AND AINDER OF JOINT IN STYROFOAM. OR KIMMER A REINFORaNG TO EXTEND PL \
APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS PLUMBING NOTE 2. STAMP
do ENGINEER S SIGNATURE
24 MIN. EACH a PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL H $IDE OF RAMP. `
> FOR LIGHTING FlXTURES U.L' STANDARD 676. E - .--
FOOTING RECOMMENDED IN RED INK ON P
EQUIPOTENiIAL BON NOT TOUCH COPING, MASTIC PLAN.
DING GRID G, BONG BEAM OR • �,,- I
3 1 2 MIN..CON I_.E N,
% C. DECKING.
.FOR EXPANSIVE SOILS. ,
.- AD . ! v
JACENT STRUCTURES..
,.
TURES..
_. E- AUTHORIZED ED :SIGNATURES.
IN EXPANSIVE'. SOILS WHERE MIN DECK REOMTS
-CANTI
LEVER .CONCRETE RONALD L. LACHER, P.E.
EXPANSIVE `SOI ,
L DETAILS TODD L. .ACHER P.E.I ARE NOT MET USE TABLE 1 SCHEDULE N.T.S..
ULE 8 SKIMMIER DETAIL NJ .,
9 SECTION AT LIGHT N.T.S. KEFFER COLLINS,, P.E.
10 SHALLOW�DEEP END RAMP 11 BOND B N.T.`JEFFERY col_uN
EAM DETAILS 12 P.E.
CHRIS m
STANDARD PLAN APPROVALS: s eIEDENBACH, P.E.
;
SHE T .o ` E .
z
;s STANDARD POOL
_-- -- -P-R-E-PA- R-E=D
IN ACCORDANCE WITH P
00
I
(Ron
Lacher,
R
.C.E
12 1 N. Tustin Ave
. _��._-
HAVIE A ISTURB
MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE TO A MINIM ED SOIL OR CERTIFIED FILL COMPACTED
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% UM OF 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM Di557.
COMPACT FILL THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR
DIFFERENTIAL MOVEMENT T FROM DISSIMILARR SOIL CONDITIONS UNDER POOL, SUCH AS CITY SAN JOSE SPECIAL
NOTESCUT_FILL
TRANSIITiONS. THESE NOTES ARE ONLY APPLICABLE IN THE CITY
2.' ALL REINFORCING GING; STEE L SHALL BE DEF i. ENGINEER SAN JOSE.
DEFORMED BARS &CONFORM TO ASTM A815 GRADE GINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY
40 FOR 3 BARS AND 4 BARS. THE FO ONE OF
# SPLICES T FOLLOWING
# 0 BE METHODS:
LAPPED A MINIMUM OF 24" MINIMUM
.
CLEARANCE BE A.
BETWEEN P A SITE
PARALLEL BARS IS 2 1/2". PLAN STAMPED AND SIGNED BY THE ENGINEER .REFERRING TO THE
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN APPROPRIATE DETAILS AND SCHEDULES.
PLACE OF (2) #3 BARS, WITH
THE B. A LETTER
EXCEPTION THAT IF BARS ARE USED FOR R STAMPED AND SIGNED PROVIDED THE SAM
#4 R THE. BASIC GRID E INFORMATION.
" THE MAXIMUM
SPACING IS BARS AT 18 D.C.. C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN TTEN IN BY THE ENGINEER ALSO
IDENTIFYINGSCHEDULESAND DE
TAILS.4."THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE z. SWIMMING POOL AND CO C110N SHALL CONFO
RM
TO STANDARD POOL INSTALLER, MAY BE REINFORCEMENT THAN SPECIFIEDFlED AT ANY
STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES A MINIMUM SOIL EQUIVALENT ALENTGIVEN POINT IN THE POOL STRUCTURE.
5. BONDING/GROUNDING (PER THE CEC OF THE STRUCTURAL FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL UNITED SOIL
AL REINFORCING MUST BE ( CLASSIFICATIONS GW,
INSTALLED PRIOR TO PLACEMENT OF CONCRETE. GP, Gm, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE ESSURE OF `30 PCF,
6. SHOTCRETE GUNITE TO NON 'EXPANSIVE SOIL, MAY ONLY BE
BE USED If R
( N CONFORMANCE RECOMMENDED DED BY
E WITH CB A S
C SECTION &SHALL HAVE " OILS ENGINEER.
:1908 , 3. OVER
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APP THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SP
APPLICABLE,
SHOTCRETE `(GUNITE)'TO BE IN CONFORMANCE WITH CBC SECTION 1904 LAN .MIGHT BE USEABLE BASED ON
GEOLOGICAL HAZARD.' THE MASTER P FINDINGS
DURABILITY THE N
TY FI DINGS 0 F
THE G
REQUIREMENTS, GEOLOGIC A
Q REMENTS AND GEOTECHNICAL AL REPOR TS
4. IN
7. ACCORDANCE NCE
SHALL CONFORM TO CBC SECTION 1903.1 ACI 31 WITH CBC SECTION 1802.2.7,' A SITE SPECIFICAT SOILS
8 CHAP. 19 & ASTM C 150. BE REQUIRED INVESTiGAlION MAY.
B. SHOTCRETE/GUNiTE IN CONTACT WITH SOIL' SHALL BE IN Q FOR PROJECTS LOCATED iN SEISMIC DESIGN CATEGORIES D E
ACCORDANCE WITH ACI 318 , OR F.
SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL
BUILDING OFFICIAL. CITY OF .MAN TECH SPECIAL NOTES
9. KEEP CONCRETE DAMP CONTiNUOUSLY FOR 14 DAYS. NO FILL OR OTHER :SURCHARGE LOADS SHALL BE PLA
MALL INTERIOR SURFACES CED ADJACENT IT ANY BUILDING OR
OF P OOL SPA SHALL
/ BE COATED N71H A WATERPROOF STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE IS P
SURFACE. CAPABLE OF WITHSTANDING
ADDITIONAL AL LOADS CAUSED BY THE
THE FILL OR THE SURCHARGE. EXISTING
_ 11: FLOOR TO WALL TRANSITION R FOOTINGS -0F
RADIUS MAY VARY DEPENDING ON CONTRACTOR 0 FOUNDATIONS THAT WILL BE AFFECTED R OWNER CTED BY ANY EXCAVATION SHA
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN i -FOOT AND SHALL NOT EXCEED OTHERWISE PROTECTED AGAINST SETTLEMENT LI- TE UNDERPINNED OR
TALE ENT AND SHALL BE PROTECTED AGAINST
5 -FEET. DETRIMENTAL LATERAL OR VERTICAL MOVEMENT VE ENT OR BOTH.
OWNER
1.: KEEP SHOTCRETEGUNITE
( ) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
2. DON T
0 TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE
( PLASTER).
MAINTAIN 18 :MIN. EMBEDMENT INTO
SHALLOW FEATURES N.T.S.
UNDISTURBED OR 90%COMPACTED '4 RAISED. BOND
SOIL BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES
rJ NOTES THAT HE
T HIAS READ & UNDERSTANDS
NOTE: BOND BEAM PER TABLE " TANDS ALL OF THE NOTES INCLUDED HEREIN. C)
SPA AIR -LINE 601-8. 9 LARGER
NO: T &DETAIL 12.
# 2 2
_. ; BRICK OR PRECAST
MAY B ' --�
E LOOPED
PROPERTY TY RI
GHTS TO!
ALL DRAWINGS,
CONCRETE COPING.REPRESENTATIONS,
INTO SPA BOND „ »
c� M M .. ID
a ,. , r., ,4 . �,. . ,� :. _ EAS. DETAILS, NO
n ,. ,�... > ,..>. ,._ 5. TES & SPECIFICATIONS � .. _ _ 9 t 2 TIONS EITHER
z: €,_.,,._. a „ r , fut",w•^.n, ... � � / 3R COPIES
D AND/OR 4TH
BEAM.n OR
MAINTAIN >Z, n ORIGINA
_. _., ! LS THEREOF
THAT MAY BE IN
o � 2 3 LEVE _ EXPANSION J � INCORPORATED IN
„ ¢ , , O # x € L TOP OF GUNITE 4 0 DINT &SEALANT to 12 B TO
z , (4) #3 BARS MIN. AR LOCATION THIS DESIGN ARE
cl CUR. TO REINF.' „ ¢ € , E THE PROPERTY SOLEY OF POOL -
¢ BARS. W GROUT & P REQ D. f0
r ' I g ' � / LACE. R EXPANSIVE SOILS. � 'MAY VARY TO ENGINEERING, TNG, INC. PERMISSION FOR ANY COPIES OF SAID
o n
1 DECK -PER
E,., 5 FELT OR 4 MIL. TNG DETAIL 8 COPYRIGHTED # 1 PROVIDE 2 1 2 HTED MATERIALS, DRAWINGS REPRESENTATIONS,
!� I ', THICK x 3 BAR m 1 MIN. CLR. #r --.ELECTRICAL: J BOX. ESENTATIONS
U-1 ¢ # S !h /
IDEAS, DETAILS AND SP
m 3 a e VISQUEEN ON TOP.: „ , SPECIFICATIONS
P 12 -0:C.
AROUND ALL CLR. BETWEEN TIONS EITHER ORIGINAL OR
SPA LIGHT N - ... � COPT 8 MIN ABOVE DECK, WATER COPIES THEREOF T
, . ,;;. 0 BE MADE, COPIED OR AL
_ 3 BARS 12 ALTERED BY
PIPES PARALLEL LEL BARS.
EA. WAY. o n
`� _.....- o \G : ANY PER i
F -LINE OR FLOOD LINE WHICH .FINISH. BOND BEAM W PERSON, BUSINESS, OR CORPORATION MAY
_ ...-_.__m.. ,3 BARS ,..... ONLY BE
a .. ,,...,. M. D.C.O.G EA. WAY. / O # DECKING.
• w. _.:.,
AUTHORIZED
, .. _• WITH THE EXPRESSED I
EVER IS k _..E.a. ESSED WRI N
GREATER. GRADE "PER TA WRITTEN PERMISSION
M BLE 1 &DETAIL 12. _
€.. LE OF POOL
E .. ,. ENGINEERING,INC. BY
Q EQ. �Wq _.1 r:.., �,�1
THE USE OF THIS PLAN
TER SKIMMER _
€ THE USER ACKNOWLEDGES THAT WATER _ , ,, HE HAS
__. READ &
�.. „ ,,.... ..,..:...: _ ,_ BON
n : BEAM
E TAB
_ _ ., NO.
LINE: 24 _. _ 1.
COVER. ,., � _,, m. ,
REINFORCING � ,. �:�,„ UNDER
.DRC NG PER DETAIL -1.., > STANDS A
l 10. \ J. I ...... � ALL OF
# 6 , \ �.--..� ,_.h �....>: r., . ,. ; PLUMBING' MAY THE NOTES INCLUDED
LINE ,.._. !._.:! ,,...: k.. ,. , � e?:_, cD , ,.. .n ,nM.a,nNt., :r „ ,�,M>,,:w;. sp» -N,,�
BE LOCATED HEREIN.
LAP 2 3 \ _. w, 1.. .
f MI ( )
BARS ' \ , ,.. _.,
NOT REQUIRED N. # _._ , ,
Q IF 6 MIN. _ .! ,,�IN BOND BEAM LOWER BOND BEAM HORIZONTAL
I
n-
CORNER L _
Fi .
CLEAR PROVIDED. N. ,, 2 1 2 BAR
- �� ` v Z / a MAINTAIN 1 CUR. TO 3 S MAY BE OVER OR CALCS Y
BEND z
COMPACTED o ENF. B A.J.C.
n l _w
CER. UNDER VERTICAL BARS.
n 5 MIN. ,; �� � CUR.
¢ o
z BON o FILL x w
24 MIN. _ -� D �
LAP _ „
m a
A
tr
S
-n
ROU ti N �
ND N _
ALL
_ DRAWN
_ m RAW __.
CIRCULATION DRAINS. _. ,,,_ ___, BEAM � o -
'INTO SPA FL --..,..€, : ¢ w 9 � rn PRE
OOR 3 BARS �' CAST COPING 0
-� # n!, � � �!m�. � � z R BRICK
__. a \
n !
_.. � O w
_ _.., UND
.. _,> ER
PROVIDE 2 ANTI �,
VOR . , „ T.
TEX S OR . , ,
SUCTION OUTLETS , POOL WALL ®12 0. �.__ _ ,,_ 4. .. n F
O PER PUMP, ' _::.._, C. f E r...,, , . �� /y o OC U
_. _. .
¢ S@
`T, ::, � 2 3 Z BARS , .,� �.. \ 8 ,
COVERED ►rA O # _.. ,;�.. ,_.._ SKIMMER. �� x � € rn v
TE.. CHEC
NTH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. F „ 3
8 COPPER I : ¢ N s, \N <r o m F
# \ o`-�`
...�__.. 380
" ANTi ENTRAPMENT GR ¢ 7
Wawa
.. � ,P 6 J �
GRATES, ARE HYDRAULICALLY GROUND � € m ..,
WIRE � � x > 2 , .
n n „ \9 ¢ ( BARS ,
n r , ) #3
BALANCED AND SYMMETRICALLY Tio ¢ _. .n_.
w_
O
TR CALLY PLUMBED THROUGH T DAM WALL :: 6 DAM - L I C
OVII
AP INTO SPA REINF. � ,
�i
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE n TION AT SKIMMER L / t. PERMIT # 1
REE FEET IN HORIZ.' BAR _ m - o--�
C.E.C. APPROVED w VENEER.
12 DAM LAP INSIDE BARS INTO SPA REINF. O � co .-
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 1 � • ,., \ o BEN DEVELOPMENT r.
F - D BUTTS COUNTY C?E\/EL E
FIXTURE I O M`NT ,_FVICES OF /
CONDUIT. ,: Fq 0
8. LAP SPLICE:.;
R
.; P N
LAP OUTSIDE BARS .INTO POOL REINF. .�.. � ._ ._ _ o, n•,,, ,
» LENS 3VERT STEEL _.-, � �. O '4
1 11 24 n ,.., F -- - x 4P ,.a
ti
6 O � 90. � a€,.m,L.� e ./
RECESSED ,.., tE.� C
, SPA DETAILS MAY BE USED . eooL MN. 2 ` 3 BARS ' !I�
�. y
O# P p 1 NILE r
MI _ . 9 F -
SPA DETAILSLIGHT.
. � �,. ,
N.T.S. EACH �q , BOND BEAM P
FOR SPAS LAP' CH WAY - ,>_ , _ � ER -�\ C 0 �. �- .,.m. / �
WITHOUT POOLS. 7 � �x � o � � C E m
AROUND NICHE. i€ .. P Q TABLE NO. 1. -PLASTER Ci
- 3
n 18 MIN. DATE
O
V
4'-0" MIN. IMPERVIOUS<: LAP TYP.' -_
DECK
OU U,
_ n
�!
_. CLR.BIR, w��,cu !9
_ '1 ROC
K OR ICK NOTC-•� �
"
APPROVED SEALANT �� I
SLOPE 1 -
8 1
4
ALL ...
/ / PER MANUFACTURER
_.. ,.__.
CTURER E ,...
i4 �
_ i
1.1.
I
I�
: VERT. RT.
....,4 , .,�. STEEL EL C � P
PER FOOT i> 1V1
3 1 WOOD 2 POST FROM
/ DRAIN _
E-- E � -C. O
1.. <....., 3 ®3 O.C. � . 1' �
„ m ATTACH Ofi 1F
W (2) #3 BARS. ED PATIO COVER CAi
In `- ,,. NOTES. _
4 0 DEEP &BELOW.
z 2 ,
MAX _
a DEAD
LIVE LOA
a ........ D ...200
0 Ib >
w
x _.
N F ,.
cn „ ., OTE. , �
1.'IN
ST
r.. ALL N
_ 0. 8 �
COP
,E , P
ER GROUN
g : __., .. D WIR
E FROM LIGHT
w N CHE TO T.
..,&..,, ....,,_ ..,... J ..
I, k
OR
H o SATURATION PROVIDE CONTROL JOINTS BRASS CONDUIT TO POOL -
HORIZONTAL STEEL. w v
o rr _ ..., :3 .CLR. -�° 5 MIN. REBAR, OR NON METAWC
rn ..C..:._:. i..... !h 6 I LEVEL TOP
n ROCK ON"BON OF BOND 15#
v o IEAM.
m
RECOMMENDED <.,
NDED WHE
RE APPROPRIATE. _,._ ,, . 3" BA
ATE. `CONDUIT CAN RS ®12 O.C.-0
,...., BE USED HATH INSULATED N0. # P, M
TIYPICAL. TYPICAL 8 COPPER WIRE t ! WITH GROUT m 1 , ._... �: T &PLACE 15
PRIOR TO
N
TERIOR APPROVED .l
POTTING COMP
.x; ,� OLIN
.. � D P_....,, PER THE C.E. CALV. LT OR 4
. , ,. , _._ ,:. C.E.C.C. L . SIMPSON POST. BAS MIL VISQUEEN ON
POURING DECK. I Z
it
€� NO
lE.
n - TOP
2 S BO OF
,. HAMMING P ND PER `E BOND BEAM.
POOL LIGHTING LECTRICAL &
FIXTURES SH . .
ALL COMPLY WITH ,
�f--i PLAN _.
s VALID ONLAY
PLA �1pITH WET
SEE REM N AT S EXTR
ELECTRICAL. AND AINDER OF JOINT IN STYROFOAM. OR KIMMER A REINFORaNG TO EXTEND PL \
APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS PLUMBING NOTE 2. STAMP
do ENGINEER S SIGNATURE
24 MIN. EACH a PLUMBING NOTE #2 REGARDING OTHER EXP. MATERIAL. CONCRETE SHALL H $IDE OF RAMP. `
> FOR LIGHTING FlXTURES U.L' STANDARD 676. E - .--
FOOTING RECOMMENDED IN RED INK ON P
EQUIPOTENiIAL BON NOT TOUCH COPING, MASTIC PLAN.
DING GRID G, BONG BEAM OR • �,,- I
3 1 2 MIN..CON I_.E N,
% C. DECKING.
.FOR EXPANSIVE SOILS. ,
.- AD . ! v
JACENT STRUCTURES..
,.
TURES..
_. E- AUTHORIZED ED :SIGNATURES.
IN EXPANSIVE'. SOILS WHERE MIN DECK REOMTS
-CANTI
LEVER .CONCRETE RONALD L. LACHER, P.E.
EXPANSIVE `SOI ,
L DETAILS TODD L. .ACHER P.E.I ARE NOT MET USE TABLE 1 SCHEDULE N.T.S..
ULE 8 SKIMMIER DETAIL NJ .,
9 SECTION AT LIGHT N.T.S. KEFFER COLLINS,, P.E.
10 SHALLOW�DEEP END RAMP 11 BOND B N.T.`JEFFERY col_uN
EAM DETAILS 12 P.E.
CHRIS m
STANDARD PLAN APPROVALS: s eIEDENBACH, P.E.
;
SHE T .o ` E .
z
;s STANDARD POOL
_-- -- -P-R-E-PA- R-E=D
IN ACCORDANCE WITH P
00
I
(Ron
Lacher,
R
.C.E
12 1 N. Tustin Ave
. _��._-
POOL GENERAL
SPECIFICAIONS
SPA GENERAL
SPECIFICATIONS
NOT TO SCALE
3 —6 n
� LLn V
6 -V
DEEP
END SHALLOW
END
S'PA TYPE MDL #
/
DIME SION '
DEPTH /
COLOR — TOTAL GALLONS
SPA JETS -
HEATER
PUMP & MOTOR /
�/
SIZE 15'X30� AREA 390 SQ.FT.
AIR BLOWER /\
DEPTH 3-6" TO 6'-6"
GAS LINE
POOL PERIMETER 78 LN. FT.
PLUMBING FOR SPA -
SHAPE FREEFORM
ELECTRICAL / CLOCK— \
POOL CAPACITY +/-14,500 GALS.
EXCAVAT`ON —
PLASTER PEBBLE SHEEN: TBD
DECKING —
TILE TBD
MISCELLANEOUS —
Pump PENTAIR VARIABLE SPD.
APN # 041-420-035
LEGAL DESCRIPTION
FILTER FNS 48 SQ. FT.
VACUUM LINE & SKIMMER (2) 211
RETURN LINE (4) 2"
MAIN DRAIN (1) 30" CHANNEL DRAIN
SKIMMER MODEL U3
FILL LINE 3/4" TO NEAREST SUP.
ANTI SIPHON VALVE WILKINS 720A
PERMIT OFFICE:
HEATER — SIZE - BTU
BUTTE COUNTY
GASLINEBY '
MGR,
CLOCK PENTAIR EASY TOUCH - 4
SALESMAN TONY LAROCCO
LIGHT WHITE LED
POOL CLEANER POLARIS 280 SYSTEM
OWNERISRESPONSIBLE:
* TO DETERMINE APPROXIMATE
ELEVATION OF POOL ON DAY OF
EXCAVATION
* TO DETERMINE PROPERTY LINES
EASEMENTS
* POOL AREA TO BE FENCED BY
OWNER PER COUNTY OR CITY
ORDINANCE. GATES TO BE SELF
CLOSING SELF LATCHING.
* POOL ENCLOSURE NEEDS TO MEET
LOCAL BUIDLING DEPT. REGULATIONS
DEVELOPED FROM CALIFORNIA
SWIMMING POOLS BARRIER
ENCLOSURE REGULATION 09-2007.
DOC AND CALIFORNIA HEALTH &
SAFETY CODE SECTION 115920-115929
* DO NOT TURN ON POOL LIGHT WHEN
POOL IS EMPTY
* CONTRACTOR CAN ASSURE NO
RESPONSIBILITY FOR PETS/ANIMAL
CARE ON JOBSITE. OWNERS MUST `
MAKE ARRANGEMENTS TO KENNEL
OR CARE FOR PETS/ANIMALS.
I HAVE RECEIVED A COPY OF
THIS PLAN AND HEREBY
APPROVE POOL AND
EQUIPMENT LOCATION
CHLORINATOR OFFLINE CHLORI .
BOARD --SIZE -
BOARD SUPPORTS '
LADDERMODELAND
SLIDE # — COLOR '
GRADE-
DECKBYAL�S CONCRETE
CONCRETE AREA 450 SQ. FT.
ADDITIONAL CONC. AREA -
SCALE 1/32" = I' - 0"
OTE
1) DOOR OPENING ONTO
POOL AREA WILL BE
EQUIPPED WITH POOL
ALARMS
2) POOL WILL NOT BE BUILT
IN EASEMENTS
3) GATES TO BE:
*SELF CLOSING
*SELF LATCHING
CUSTOMER'S SIGNATURE DATE
172 EAST 20TH STREET
_CHICO, CA 95928 PREFECTION
(530) 895-0437
_LICENSE #566654
NAME BILL & GINA McKEE
ADDRESS 3807 RUNAWAY ROAD
OROVILLE, CA 95965
RES. PHONE (530) 868-7498
I
BUS. PHONE -
NO.
REVISION
DATE
EMAIL SLO@SKINDEEPSALON.COM
DATE 07/14/2017
DRAWN BY CRA
DRAWING TITLE:
TITLE PAGE PAGE: P 1.0
BUTTE COUNTY DEVELOPMENT SERVICES
E
REVIEWED FOR
p..s
+ygCOD
IE
DATE _ BY
VA
i
ADDRESS:3807 RUNAWAY ROAD
DATE: 07/28/2017
DRAWN BY: CRA
DRAWING TITLE: