HomeMy WebLinkAboutB16-1006 000-000-000CONSTRUCTION SPECIFICATIONS
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" � 1.EXCAVATION AND RELATED SPECIFICATIONS BANK " :CASH s
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----- -- -- - -- s - =— Pool Size x Access tvidltl Remove from ' e da of excavation o
'? Oepth to Excavation TTY€) ;.: Concrete :..: Asphalt Slumps
Y An outdoor swimming pool shall be provided with is �i c't t _ W o Perimeter Ft. Dirt on Job Site Left :: Removed Shrubs
ti D x z Trees
drowning prevention safety features that comply with �'t . �' F C
n ti ti,� ; x c SquareFt : Shallow end ramp :., Deep end ramp ; Retaining Walls (type)
California Health and Safety Code Section 115920- ' 3 a T (D z m 51ah x Site access
- ; Wall Ferre to be: Footings Ft at Ft
Eq t
115928. These features shall be installed inspected a
: �. is � , �.-•g • , �,,, °z Elevation Removed by: Buyer ,' Contractor �:' Pmt Capacity Dais,
i and approved prior to plastering or filling with water.
r , ""i ± z° in 9 Replaced by: Suver " ContractorFilter rate G.P.M.
.� i� k i m Miscellaneous Tum over Hrs.
a W N =
/ W!) o
O
P Sf " W ' 2. EQUIPMENT
UJI
Filter Sq. Fl. Maintenance lot (To include the following) Grab rayl parcels
LLi- aE z
3 f u� W o N o Backwash valve BrushLeaf skimmer :.? Test Kil UgM(s)# wdh Ft cord ::
. ` U m
t f c� Pump horse power 18 Ft Thermometer 30QW ='' Trans. 440W 5MW
N z 2 g Separation tank Chlorinator color pak
I m 3 Heater BTU :_ Gtvuigtlump Board F2.: • Time cloek(s) Model #
, . , ..
Nat _; ;,. LPG _,: Elec. 011:.. Solar ; • Diving Board Panels , : G. F. L .
€
— - x
Slide mer pump
# H RW Indoor Outdoor (� Calor
U H Pool cover WITH 2013
S!r, ;::: Cur. ;.; Left!*.,! Right :' Prevent -a -Freeze ..
Automatic Pool cleaner Anchors # :'; Atm flow(s) #
y. Com '
i , �Comply arrith current California Energy m O
CALIFORNIA ELE+,,TR:CAL I Vacuum
Ft, hose Ft. otropewtNoats:: Skimmer(s)
Commission requirements for swimming o a z
r .. q o o Grp tads_ Main drain(s) #
CODE ARTICLE 6k'. U
r pools, pool equipment, plumbing fittings. h N o 1�3isceltaneeus
g r Fxz
a _ and heating equipmentI o>. Lu a.
- — e o
( t W 3. PLUMBING PVC :J COPPER
CO O
-to AI
. m Fill line Ft of Backwash Fl. of Solar Ft of
1� O sr* Ft of
W Drain lino Ft of Overflow Ft of
o
.r H'.:.
1 r h Return Ft.Cleaner—Fountain -f f
1
y z etu t _ Pool Ft of _ t o
;e m _ W .
LLI.,
.. a z � Suehom Ft. o€
� .... '....."_, , `� � im � � °m Miscellaneous
CID
_
-------
Z cn
W 00 w �M:
it Automatic pool filling valves require r v m a 1� 4. STRUCTURAL
f v n ion device to be -1 . n Ram :.' shallow r
Backflow pre e t . a Steel Schedule_ _ Deep P end amp
,. I v installed complying with 2013 CPCL o ?, a. Section 603.3 requirements. See attached ii
.. --s- r � cx7 O M}SCB�aRefl3tS
CPC Table 603.2. p, - --S. CONCRETE
,, rn Equtpmeritft— x " : Swlmout Fi. Inside :. outside
fie`" t
I y `Custom steps
:_: Recessed Steps
1 _ a.
Mtsceflaneous '
00
Lu z
a Z m 6. TILE AND/OR COPING CANTILEVER 7. GAS LINE
O
+I �•.3! < f m m 1 Tile # Color_ .. BuilderUflfniy ...:: Owner :..:
-" iii L Z J 1 .Size Line size
_
O iIf Color line (meter to heater) -Ft
W t ..
ca t Rock Type Ft, Ft. included adddonal at $ per
i-- r Miscellaneous Visoallaneous
NZ 7 1
o o m 4 8. ELECTRICAL
Uj
cCo9 Od a Builder. Utility Owner Efec. rut (Panel to equip.) .i
G• F. t.
Time Clock(s)
O Miscellaneous Ft included add uncaat_peLight switch tic.W m rFL
Lu w i
E x , • � NW
Co o : 9. DECKING
€ 10 1- Buildei .:: Uhlity •... Owner Type Exp, joints: Felt Brick :... Wood
Cantilever
Mastic WQ9laterals
SQ Ft. Co
' hn� ;
Miscellaneous Mastic
Separa,,e leer cal Permit Separate hiechal at a!«P�r t,•,; �� ,, ,,� �` I R
x
Dividers
required for the installati
k�'tallation of
on oaf 10, INTERIOR FINISH 11. STARTUP
he Ila
required for std. Color • sem
a swimming pool -
hea ager I Main drain vortex : ` And woaex initiat treatment on
i ter a swimming pool h
i
r
Miscellaneous
Comply with 2013 California Energy
c
z _ n I �••--� ,BUILDING ,
�r
MASTER PLA
( � ;commission requirements for N
1 t i PERMIT#
} swimming pools 2013nesidenba/ ��
ASSESSOR'S PARCEL# , Vi:? Compliance Manua/ secton 5.29 Name r ' l:rCd f. Address t^ - ,
t i City : 1 � Home phone! > t ph F ! l
r t ,C"(�a,. "^tet ii _ BtiS. One
d
• III
Office Salesman
' ( � Phoma __._.__.. Drawnby _w. .,._._..._
Office use only Checked by
PLAN APPROVAL
S'rgnigNe Indicates owners aWo val of pool andtor spa and equipment locations plus all accessories listed herein.
t { OWNER. SALESMAN.
oNlN€R: DATE:
t _
f
-b.
€ DIVING BOARD JIG TO BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND
NOTE., BONDED TO POOL.
t i '' '�� OWNER REOUIREDTO WATER DOWN POOL SITE AREA DAYS PRIOR TO, EXCAVATION.
( f DO NOT WATER ACCESS.
"
.,w. ... . `( \����• AN ELECTRICAL BONDING INSPECTION MUST BE APPROVED PRIOR To POURING DECKS.
.....6AV �x
140TE: NO DIRT WILL BE REMOVED, RETURNED OR GRADED AFTER DAY OF EXCAVATION.
i
• � EQUIPMENT PAD APPROVED FOR THIS LOCATION ONLY -RELOCATION WILL RESULT IN
NOTE: ADDITIONAL COST TO OWNER.
<+.......,:._..:,_.,...-..:__._._,-. • .._,.._.._._ „_.�. � �,a y� : IF J BOX LOCATION IS MOVED OWNER TO PAY ELECTRICIAN FOR
f .., NO A Ea EXTRA CONDUIT ATTIM£ OF INSTALLATION.
I
CONCRETE DECK MUST BE SEPARATED FROM POOL STRUCTURE IN ACCORDANCE WITH
140TE: CONTRACTORS SPECIFICATIONS.
PERMIT #
NOTE: OWNER
,I BUTTE COUNTY DEVELOPMENT SERVICES TO FENCE POOL INSTALL SELF CLOSING AND SELF "AWARDWINNING
NNING
See tale attached POOLS"
O 1 t; LATCHING GATES PER COUNTY OR CITY ORDINANCE,
REVIEWED Swimming Pool Requirements
BUTTE D� COMPLIANCE
Y _
(i® Agua iiia Pools
CnLTNT 4 =a S - -
OWNER _
---- 1 , -- TO REMOVE OR HAVE RELOCATED ANY OVERHEAD
3 T
A
_ D
Z 016 F I ELECTRICAL MRES PER COUNTY OR CITY ORDINANCE,
MAY 12 -------
I Z
bA'^'x
•
DEVELOPMENT -� I OWNER
DEVELOP , ` O N
S
E TO WET DOWN CONCRETE SHELL AT LEASTTlMES DAILY .
SERVICES ...-
�, " FORS DAYS.
I Pte,.
® m DO NOT TURN ON POOL LIGHT WHEN Pool. s EM
i f DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL
i ales is . - .
�..F.•; 't � rte`- � � *..; `.._. t ,-- . �;, s I MARK INTERIOR FINISH. Cofiitl'r�c#oi's LIC@ins@ %lo: 942647
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I I L�— T I I nil III 11 -----------� I� I I
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sail. as
9102 Z 1 AVW
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SMIAa3S1NINdOl3MOA1Nn auras
��#.award
V
BENCH AND STEP OPTIONS:
SLOPE EARTH SURFACE �/4" PER NOTE TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BOND BEAM HORIZONTAL BARS MAY BE 1 TH S ST D
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1/8" TO OVER OR UNDER VERTICAL BARS.
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY FROM POOL. TYPICAL INCLUDING ALL SPECIAL DETAIL
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER
FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL.
TABLE 1 TABLE 5 BASIC GRID #3 1500 #/FOOT MAX. COPING
rti BARS ®12" O.C.
DRAIN BOND BEAM
DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. •^-- --^- SEE TABLE #1 & DETAIL #12.
WIDTH PER LOCAL B APPROX. 3' BELOW
E F G BOND BEAM. �r�s�c�,rw•ww�n 1,1vr. w
BUILDING CODE.
C 3'-0' MIN: z -H a
o a m
In Cr CL
�a- Z
I
o m N COPING "oh w z 3" ¢ of
NO R.B.B. ! v O o o
-- .................. jj ........................... ........_ .._.. _ ._.._..
-� ,rv-;w Q r.,xir ( I I I I ,-� O m �•.nn;:r^,nMi: .r�. t,r^ 3, jI 4 Z - -CLR N ¢ Q
DO y I o BENCH/STEPS -
i� ¢ SEE OPTIONS 1 Ofa
0 1 UNDISTURBED SOIL. `� '' -
{ v �J li o cn
� - ABOVE f 1500 PSF MIN. oo
r 1
Of J BEARING VALUE.
.................. ....... ....... ......._.._ ..............._
cn _._... _ .
,. _... _. _ _ ... € ....... INFLUENCE . I _ ..... _. UNE
UNDER- I I C.. 1 I L... FOR FOOTING
SURCHARGE 'C' SHOTCRETE COVER
WATER I I I I I UTO NIFORMLY.
�, •G �P��QO
LIGHT PER I ! I I In. .... .. SEE TABLE 1 1
DETAIL #10. 1--...........L... ........L..............i.. ........:.. (" ADD 3 ®12" O.C.
LONGITUDINAL ®TRANSITION ACTUAL DIG LINE MAY--'
Jl e "• 1
• . FOR EXP. SOILS. VARY, LOCATE STEEL i
TYP. FLOOR 3" CUR FROM EARTH
STEEL BASKET IS NOT REWIRED 1(..�(.r SURCHARGE CONDITION:
6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE b', SEE VERnTABLE CAL STEEL
6"
_ 24" MIN. .I `
DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.C. (BUILDING SURCHARGE) MEN EXTEND WALL
ENCROACH INTO GUNITE SHELL EACH DIRECTION^�
SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR.
CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. (30' MIN. FOR TABLE 5G)
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, HYDROSTATIC VALVE AND ROCK
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
ANTI -ENTRAPMENT GRATES THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL RAISED OR NOT RAISED
S.
I
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
A
B
C
D
io
(3) #3 BARS
io
(4) #3 BARS.
(4) #3 BARS
(4) #3 BARS.
E.F.P.
30 P.C.F.
45 P.C.F.
65 P.C.F.
45 P.C.F.'
D R
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
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"
3'6" 1'-0'r3-
SAFETYACODEIFORDPROPEROINSTALLATIONEOF THEIPOOLL DRAIN SYSTEM.
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
#3 0 6"
-
3"
4"
3"
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
3-
4-0- 1'-0"
BUILDING ENERGIY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
STRUCTURAL NOTES
STANDARDS COME. AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
3"
7. POOLS WITH DIVIING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL OFF PEAK OPERATION.
4"
MPERMIT
GEOMETR8. FENCING AND BARRIERS
4"
_ *
4'6" 1' 0
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL F
Q AL AN NS OR 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
#3 0 4"
3 fi
#3 0 3"
5"
5"
5'0" V-6"#3
8,0- 6%'
0 6"
4"
#3
0 6"
5"
#3 0 6"
._.... __........ _...
............ _...
5"
#3 0 6"
...... .... .
....... ......
5'6" 2'-0'
3"
SITE GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A),OffM(B);Aft SHALL E ATTACHED ENGINEER IN THE STATE OF CALIFORNIA.
4"
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID Al.•�, MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
9'0" 8"
5"
5%"
6'0" 2'-6'
3"
CODE COMPLIANCE1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.2.
4"
_
DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). Dict �.. J,1� �By n
6"
51%'
6'6" 3'-0'
3"
..........................
41%'
_... .......
..... _ ._.._
7"
61%'
7'0" 3'-6"
3"
............ .
5"
... - ...
8
TA -
7'6' 4'-0'
3"
51%'
-
-
9.
81fz"
8'0" 4'-6"
3"
_
6"10"
8%'
6.
INDICATES TYPICAL RADIUS (ACTUAL RADIUS t -NO DECK OR HIGH
WAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
11
I AN ARD 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 BOOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
4 ALL E UIPMENT B LISTED AN (NST
EXPANSIVE
SLOPES AND STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
( ).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0' THEN NO ADDITIONAL
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITONS ARE PRESENT:
Q E D a"w PER MANuFACTUR RS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS,.�qwxb
5. POOLS SHALL BLE EQUIPPED WITH A FILTERING SYSTEM & A DRaI t,,,
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 IOF 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.
BARS ARE (REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
POOL AL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 4
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE INONNFOI� ANCE
WITH THE CPC. k_ "
OWNER TOUCTUNOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL CONTINUOUS SHOTCRETE INSPECTION
#3 0 12"
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
#3 0 12"
_
EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
ONLY FOR STATEDNOT
2"4
#3 0 12-
_
RECOMMENDS IA THE OWNER CONTRACTOR OBTAIN A SOILS REPORT. INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
SECTION
3. THIS PLAN IS NOT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.
VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE
2
CONDITIONS AS :SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS TITLE 24
N.T.S.
SHALL COMPLY IWITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
8. CTOR VISED REFER TO
CONTRCTION 5928 OF THE HEALTH &
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.
5
FENCING, CONCRIETE DECKING AND POOL GEOMETRICS. 2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
W
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
#3 0 6"
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
SAFETYACODEIFORDPROPEROINSTALLATIONEOF THEIPOOLL DRAIN SYSTEM.
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
EXPANSION. WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
#3 0 6"
-
6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
4"
BUILDING CODE ((CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1.2 SYSTEM IS INSTALLED WITH:
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
CODE (CMC), CAILIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013 A) AT LEAST 36' PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
PROVIDE ADEQUATE DRAINAGE
BUILDING ENERGIY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
STRUCTURAL NOTES
STANDARDS COME. AND LOCAL ORDINANCES. 1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
711h'
7. POOLS WITH DIVIING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL OFF PEAK OPERATION.
(SEE GENERAL NOTES #3)
MPERMIT
GEOMETR8. FENCING AND BARRIERS
BEHIND POOL WALL
SIGNS &( SAFETY' EQUP ENSTAMDARDSDT/OR SHALLLCAL BE INSTALLED IN ACCORDANCE WITH LOC CODES.
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL F
Q AL AN NS OR 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
#3 0 4"
ASSISTIVE DEMCEES FOR THE DISABLED. HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE
7NSAVT
#3 0 3"
10. CONTRACTOR ORt OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMl l51 JOB
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS�JJ0 ON THE SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
6"
PLOT PLAN SHAILL COMPLY WITH APSP SUGGESTED MINIMUM STANDARD"FOR THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
8,0- 6%'
RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPAR11dEN FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
-
REGULATIONS ANDD MANUFACTURERS RECOMMENDATIONS LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
81h„
ELECTRICAL AND PLUMBING e .
CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE
F E NTH'THE 2013 CSC. THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT.
8"
2. POOL SHELL AND PERIMETER PAVED AND UNPAVEDkSUR W HALL B BONDED IN 1. SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
ACCORDANCE WITH CEC 680.26(B). BONDING TQ PEF)IM�UFACES ALL BE
PERMIT #
11. FLOOR TO WALL, TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER BUTTE COUNTY DEVELOPMENT SERVICES
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
SITE GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A),OffM(B);Aft SHALL E ATTACHED ENGINEER IN THE STATE OF CALIFORNIA.
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID Al.•�, MINIMUM OF 2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL OF ADJACENT BUILDING & SWIMMING POOL
9'0" 8"
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE -PERIMETER OFF�T}IE PO, SHALL BE 3'-0" WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL BOND BEAM AND NO
ALDING}PERMIT•
OWNER
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
SHALL E
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T"
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
EXPANSIVE
WALL DOES NOT REQUIRE
SURCHARGE DETAIL)
( ).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0' THEN NO ADDITIONAL
D IND GATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING
WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE
ADD ADDITIONAL REINF. BARS.
Q E D a"w PER MANuFACTUR RS
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS,.�qwxb
5. POOLS SHALL BLE EQUIPPED WITH A FILTERING SYSTEM & A DRaI t,,,
POOL STRUCTURAL PLAN, DETAIL #2
3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS
STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
65 P.C.F.
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
VERTICAL
STEEL
C
BARS ARE (REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2'
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 4
7, POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE INONNFOI� ANCE
WITH THE CPC. k_ "
DEPARTMENT FOR PUBLIC SWIMMING POOLS.
CITY OF ROCKLIN SPECIAL NOTES
#3 0 12"
3"
#3 0 12"
_
3"
2"4
#3 0 12-
_
TYPICAL LONGITUDINAL
SECTION
N•T•s
2
STANDARD WALL SECTION
N.T.S.
1
8. CTOR VISED REFER TO
CONTRCTION 5928 OF THE HEALTH &
THESE. NOTES ARE ABLE IN THE TY OF ROCKLIN.
W
5
W
5'0" 3"
#3 0 6"
3%-
SAFETYACODEIFORDPROPEROINSTALLATIONEOF THEIPOOLL DRAIN SYSTEM.
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
1. INTHE ABSENCE OFYA SITECSPECIFlC SOILSIINVESTIGATION, 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
#3 0 6"
-
5'6" 3"
4"
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
p
TABLE NO. 5 RASED 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
711h'
_...... ,.......
(SEE GENERAL NOTES #3)
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.
#3 0 4"
SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PLAN ARE PRESENT, ADDITIONAL TABLE 11 & DETAIL' #12 1z 1/4" PER
SURCHARGE DETAILS ARE REQUIRED. M
FONT. �
SPECIAL DETAIL REQUIRED )
_ WHEN LESS THAN POOL DEPTH OR H/4 x m o w (1) #4 ®TOP
SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) Z o o F- WATERPROOFING RECOMMEFDED.
HORIZ. STEEL CO
WHEN LESS THAN H/6 BARS ®112" O.C. i `0 m oz 6" C.M.U. W/
N m 3 VERT. BAR 0 24 OX.
(10' MIN., 20' MAX.) N #
SOLID GROUT.
ALTERNATIVE BOND ---I- �... . ................ _
PER C.B.C. SECTION 1808.7.3 BEAM LOCATION BOND BEAM
\ I ' WATER "
z VERT. STEEL. LINE. VERTICAL STEEL W/
g ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 24" MIN. EMBED.
SURCHARGE CONDITIONS - REQUIRED FOR CONDI110NS ABOVE N.T.S. 3 SCHEDULES E, F oR G
9 3- 'C' 1 TYP. HORIZ. STEEL
U REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY Com• 'C L L L 3.
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CUR.
C BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASO)NRY NOTES:
C (GUNITE) THICKNESS PER 1. CONCfRETE BLOCK SHALL BE GRADE N (EXPOSED 70 WEATHER), TYPE II (NON -MOISTURE
p .3 1�11_�_wwl�11111m,1111N v r APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
oI SCHEDULE. ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
Z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSL
Q n POOL FLOOR THICKNESS 4 r SEE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
U) 00 4, MAY VARY TO ACHIEVE o /. m
? DESIRED WATER DEPTH. __ __ 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
c ' 2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
SPECIFICATIONS
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"
_
3"
2"4
#3 0 12-
_
0' 3'
4'0'
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
3"
4"
3"
_
3
W
5
W
5'0" 3"
#3 0 6"
3%-
#3 0 6'
51%"
#3 0 6"
-
5'6" 3"
4"
61%'
6'0" 3%'
.....................
5'
.............
...... ............
711h'
_...... ,.......
.......
6'6" 4"
6'
7'0' 5"
6"
#3 0 4"
8%"
#3 0 3"
7'6" 5%'
6"
81/x"
8,0- 6%'
BUILDING OFFlGAAL
-
7"
81h„
8'6' 71%"
10. ALL INTERIOR SUURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -PG! iT �/,`- /v ,,
SURFACE. Jt7
(�
8"
PERMIT #
11. FLOOR TO WALL, TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER BUTTE COUNTY DEVELOPMENT SERVICES
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
91/z"
5 -FEET. REVIEWED FOR
9'0" 8"
OWNER
9"
CODE COMPLIANCE1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.2.
10%"
_
DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). Dict �.. J,1� �By n
9'6" 9"
10"
11
10'0" 9"
11"
12%"
T _j
11'0" 9"
11"
13"
r .I ... Tt •.,F SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. 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 TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
1,, CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. I ► 2" 2 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY eE INCORPORATED INTO
MAY BE LOOPED } ' ' EXPANSION JOINT & SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
INTO SPA BOND ol; unvs a ,-4a1n'� •n r-� on w w u� --- -� 4'-0' MIN. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
M a s i i LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. '� I COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
BEAM. MAINTAIN X s 1 R (2) #3 ,� (4) #3 BARS PER DETAIL 8 -1 PROVIDE 2 1 2
_- b W/ GROUT & PLACE # g / " IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
1" CUR. TO REINF. a l 6. ` ' BARS. M DECKING F- ELECTRICAI S BOX. CLR. BETWEEN
r- .. #15 FELT OR 4 MIL. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
o w I THICK X 3 BARS io 1" MIN. CUR. VISQUEEN ON TOP. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
' 1 w a # ! COPING 8" MIN. AEOVE DECK; WATER tO AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
3' AROUND ALL « LINE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. a
SPA LIGHT 12" O.C. �+ OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
EA. WAY. PIPES. O.C.BARS 12" - GRADE. PER TABLE #1 &DETAIL #12. io TILE
o . O.EA. WAY. EVER IS GKtATER ACKNOWLEDGES THAT HE HAS READ &
_71 BOND BEAM PER TABLE N0. 1. U UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
i= 1E l SKIMMER
EQ. EQ.WATERWATER COVER. p a� I.. PLUMBING MAY BE LOCATED HORIZONTAL
REINFORCING PER DETAIL #10. 6• LINE. 24" LINE. VV 1� IN BOND BEAM LOWER CORNER BOND BEAM
MIN. LAP ' (2) #3 BARS r .. 2 1/2' a MAINTAIN 1" CUR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C.
VV (,.:::1 a:: Z
NOT REQUIRED IF 6" MIN. �� 1 z �' UNDER VERTICAL BARS.
CLEAR PROVIDED. COMPACTED CLR.
BEND �� ''' CUR. a o -
5" MIN.-�" BOND `�� sy Fl o N PRECAST COPING OR BRICK T.L.L.
�� DRAWN BY
cn 24' MIN. LAP Lill M a AROUND ALL. .. BEAM °•o \q4o 1 O w ® J
CIRCULATION DRAINS: ) INTO SPA FLOOR #3 BARS R J LIN
- -1 \�. ! ! <,� CHECKED'BY: R.L.L.
• 1 (t -
-" OR POOL WALL ®12"O.C. (2) #3 'Z' BARS I ! SKIMMER. ��. a \'1O M\N• o r= _....
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP,: #8 COPPER �� ,Q 6 ; m
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. GROUND WIRE �� \9 ¢ �' (2) #3 BARS k. FOR USE ONLY AT:
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY L / \A `" VENEER. /�ttaWaY Residence
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6' DAM -LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED j `D OF \\ _ aO a BEND 4471 Sierra Del SOI
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12• DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. FIXTURE :.-Fo _� _ _ Co VERT. STEEL Paradise, C 969
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. LENS F,yO 45. OR 90'.
24" 6' RECESSED I_ I <-TILE
POOL MIN. (2) #3 BARS MI LIGHT. .19dio J� �'� BOND BEAM PER -�
SPA DETAILS MAY BE USED � EACH WAY - P� TABLE N0. 1. E -PLASTER CES '
OPR �N
SPA DETAILS - N.T.S. 7 LAP P L c q�
FOR_ SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN. � 2c
4'-0" MIN. IMPERVIOUS DECK a C'� LAP, TYP. �* ��� ROCK OR BRICK NOTCH 2
a w
APPROVED SEALANT - VERT. STEEL WOOD POST FROM
SLOPE 1/8'-1/4' INSTALL PER MANUFACTURER I I #3 ®6" O.C. XP. 6/30/201
3 1/Y
PER DRAIN o (2) #3 BARS. NOTES 5'-0" DEEP & BELOW. ATTACHED PATIO COVER
MAX. DEAD +LIVE LOAD = 2000 Ib.
1. INSTALL NO. 8 COPPER GIOUND WIRE FROM UGHT NICHE TO
,� � _ OR CMI �P
o HORIZONTAL STEEL ROCK ON BOND BEAM. I 1 LEVEL TOP OF BOND BEAM
NOTE: BRASS CONDUIT TO POOLREBAR OR NON-METAWC #3 BARS ®12" O.C. TYP. 1,01
x N 5" MIN.I E WITH GROUT & PLACE 15# OF CALIF
�, �SATURATON PROVIDE CONTROL JOINTS I V 3" CLR• �"7 CONDUIT CAN BE USED YNTH INSULATED NO. 8 COPPER WIRE-��
o � I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL INTERIOR W/ APPROVED R;TTING COMPOUND PER THE C.E C. GALV. SIMPSON POST BASE. I -Z FELT F 4 MIL. VISQUEEN ON
Cr PRIOR TO NOTE BOND PER ELECTRICAL & TOP OF BOND BEAM. P VAUD ONLY WITH WET
In ` POURING DECK. I � _: 2. SWIMMING POOL LIGHTING !iXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2 �� ST Mp dt ENGINEER'S SIGNATURE
PLAN AT SKIMMER APPLICABLE UNDERWRITER(`' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC
s SEE ELECTRICAL AND FOR LIGHTING FIXTURES UL STANDARD 676. 3 1 2" MIN. CONC. DECKINJ%
PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL / AUTHORIZED SIGNATURES:
.11 11 # FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR jav TILE
FnnlPnTFNnaI RnnlnlNr, r.Rln RONALD L LACHERPE
FOR EXPANSIVE SOILS.
ADJACENT STRUCTURES.. CANTILEVER CONCRETE , ..
TODD L. LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
I ARE NOT MET USE TABLE 1, IN DECK
E N.T.S. $ SKIMMIER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.s. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N•T•s• 12 JEFFERY COLLINS, P.E.
CHRIS BIEDENBACH, P.E.
SHEET:
is STANDARD POOL PREPARED IN ACCORDANCE WITH
Pool Ron Lacher, R.C.E.
1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, Califomia 92807
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
CBr,13 iii
f
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 909
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 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 GRADE 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 ASPECIFIEDT NY N IM
THAN A A 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 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 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 OFFlGAAL
9. KEEP CONCRETE: DAMP CONTINUOUSLY FOR 14 DAYS.
10. ALL INTERIOR SUURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -PG! iT �/,`- /v ,,
SURFACE. Jt7
(�
PERMIT #
11. FLOOR TO WALL, TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER BUTTE COUNTY DEVELOPMENT SERVICES
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
5 -FEET. REVIEWED FOR
OWNER
CODE COMPLIANCE1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.2.
DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). Dict �.. J,1� �By n
r .I ... Tt •.,F SEE STRUCTURAL NOTE #1
SHALLOW FEATURES MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. 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 TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
1,, CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. I ► 2" 2 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY eE INCORPORATED INTO
MAY BE LOOPED } ' ' EXPANSION JOINT & SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
INTO SPA BOND ol; unvs a ,-4a1n'� •n r-� on w w u� --- -� 4'-0' MIN. MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
M a s i i LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. '� I COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
BEAM. MAINTAIN X s 1 R (2) #3 ,� (4) #3 BARS PER DETAIL 8 -1 PROVIDE 2 1 2
_- b W/ GROUT & PLACE # g / " IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
1" CUR. TO REINF. a l 6. ` ' BARS. M DECKING F- ELECTRICAI S BOX. CLR. BETWEEN
r- .. #15 FELT OR 4 MIL. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
o w I THICK X 3 BARS io 1" MIN. CUR. VISQUEEN ON TOP. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
' 1 w a # ! COPING 8" MIN. AEOVE DECK; WATER tO AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
3' AROUND ALL « LINE OR FLOOD UNE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. a
SPA LIGHT 12" O.C. �+ OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
EA. WAY. PIPES. O.C.BARS 12" - GRADE. PER TABLE #1 &DETAIL #12. io TILE
o . O.EA. WAY. EVER IS GKtATER ACKNOWLEDGES THAT HE HAS READ &
_71 BOND BEAM PER TABLE N0. 1. U UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
i= 1E l SKIMMER
EQ. EQ.WATERWATER COVER. p a� I.. PLUMBING MAY BE LOCATED HORIZONTAL
REINFORCING PER DETAIL #10. 6• LINE. 24" LINE. VV 1� IN BOND BEAM LOWER CORNER BOND BEAM
MIN. LAP ' (2) #3 BARS r .. 2 1/2' a MAINTAIN 1" CUR. TO REINF. 3" BARS MAY BE OVER OR CALCS BY: A.J.C.
VV (,.:::1 a:: Z
NOT REQUIRED IF 6" MIN. �� 1 z �' UNDER VERTICAL BARS.
CLEAR PROVIDED. COMPACTED CLR.
BEND �� ''' CUR. a o -
5" MIN.-�" BOND `�� sy Fl o N PRECAST COPING OR BRICK T.L.L.
�� DRAWN BY
cn 24' MIN. LAP Lill M a AROUND ALL. .. BEAM °•o \q4o 1 O w ® J
CIRCULATION DRAINS: ) INTO SPA FLOOR #3 BARS R J LIN
- -1 \�. ! ! <,� CHECKED'BY: R.L.L.
• 1 (t -
-" OR POOL WALL ®12"O.C. (2) #3 'Z' BARS I ! SKIMMER. ��. a \'1O M\N• o r= _....
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP,: #8 COPPER �� ,Q 6 ; m
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 EA. WAY. GROUND WIRE �� \9 ¢ �' (2) #3 BARS k. FOR USE ONLY AT:
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY L / \A `" VENEER. /�ttaWaY Residence
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL 6' DAM -LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED j `D OF \\ _ aO a BEND 4471 Sierra Del SOI
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR 12• DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. FIXTURE :.-Fo _� _ _ Co VERT. STEEL Paradise, C 969
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF. LENS F,yO 45. OR 90'.
24" 6' RECESSED I_ I <-TILE
POOL MIN. (2) #3 BARS MI LIGHT. .19dio J� �'� BOND BEAM PER -�
SPA DETAILS MAY BE USED � EACH WAY - P� TABLE N0. 1. E -PLASTER CES '
OPR �N
SPA DETAILS - N.T.S. 7 LAP P L c q�
FOR_ SPAS WITHOUT POOLS. AROUND NICHE. 18" MIN. � 2c
4'-0" MIN. IMPERVIOUS DECK a C'� LAP, TYP. �* ��� ROCK OR BRICK NOTCH 2
a w
APPROVED SEALANT - VERT. STEEL WOOD POST FROM
SLOPE 1/8'-1/4' INSTALL PER MANUFACTURER I I #3 ®6" O.C. XP. 6/30/201
3 1/Y
PER DRAIN o (2) #3 BARS. NOTES 5'-0" DEEP & BELOW. ATTACHED PATIO COVER
MAX. DEAD +LIVE LOAD = 2000 Ib.
1. INSTALL NO. 8 COPPER GIOUND WIRE FROM UGHT NICHE TO
,� � _ OR CMI �P
o HORIZONTAL STEEL ROCK ON BOND BEAM. I 1 LEVEL TOP OF BOND BEAM
NOTE: BRASS CONDUIT TO POOLREBAR OR NON-METAWC #3 BARS ®12" O.C. TYP. 1,01
x N 5" MIN.I E WITH GROUT & PLACE 15# OF CALIF
�, �SATURATON PROVIDE CONTROL JOINTS I V 3" CLR• �"7 CONDUIT CAN BE USED YNTH INSULATED NO. 8 COPPER WIRE-��
o � I RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL INTERIOR W/ APPROVED R;TTING COMPOUND PER THE C.E C. GALV. SIMPSON POST BASE. I -Z FELT F 4 MIL. VISQUEEN ON
Cr PRIOR TO NOTE BOND PER ELECTRICAL & TOP OF BOND BEAM. P VAUD ONLY WITH WET
In ` POURING DECK. I � _: 2. SWIMMING POOL LIGHTING !iXTURES SHALL COMPLY WITH EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2 �� ST Mp dt ENGINEER'S SIGNATURE
PLAN AT SKIMMER APPLICABLE UNDERWRITER(`' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
6" REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC
s SEE ELECTRICAL AND FOR LIGHTING FIXTURES UL STANDARD 676. 3 1 2" MIN. CONC. DECKINJ%
PLUMBING NOTE 2 REGARDING OTHER EXP. MATERIAL CONCRETE SHALL / AUTHORIZED SIGNATURES:
.11 11 # FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR jav TILE
FnnlPnTFNnaI RnnlnlNr, r.Rln RONALD L LACHERPE
FOR EXPANSIVE SOILS.
ADJACENT STRUCTURES.. CANTILEVER CONCRETE , ..
TODD L. LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
I ARE NOT MET USE TABLE 1, IN DECK
E N.T.S. $ SKIMMIER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.s. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N•T•s• 12 JEFFERY COLLINS, P.E.
CHRIS BIEDENBACH, P.E.
SHEET:
is STANDARD POOL PREPARED IN ACCORDANCE WITH
Pool Ron Lacher, R.C.E.
1201 N. Tustin Ave.
THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, Califomia 92807
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc. Fax: (714) 630-6114
Phone: (714) 630-6100
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