HomeMy WebLinkAboutB16-1565 047-710-022DEVELOPMENT
SERVICES
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GROUND IMMEDIATELY ADJACENT TO
THE FOUNDATION SHALL BE SLOFEn
AAAY FROM THE SUILVIN6, AT A SLOPE
OF NOT LM55 THAN 6" WITHIN THE FIRST
10' (5% SLOPE)
r ej 4----
2- DRAINA&E EAqEMF-NT
DURING CONSTRUCTION, ONE OR
5E IMPLEMENTED TO PREVENT
PREVENT EROSION 41 RETAIN e< I
,
P. Retention basins of suffirj
site,
b. YNhere storm water Is convey(
.gutter or similar disposal mets
system, wattle or Other meths
c. Compliance with a lawfully ena,
METHODS TO MANAGE 9URFAr-
disposal systems, French drains
measures which keep surface w
recharge.
RUNOFF ON THE -ATE-
size shall be utilized to retain sto Ater -c
HR INCLUI:'E',Sw�afeq. Water coileckion4"
retention qirdens 4 Other Water
ay From buildings and aid in
groundwatet
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BENCH AND STEP OPTIONS: SLOPE EARTH SURFACE '1 4' PER NOTETABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
/ BOND BEAM HORIZONTAL BARS MAY BE 1 THIS ST A
L 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 DETAI
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN
THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. 2 STORY WOOD APPROVED SEALANT RECOMMENDED (PER
BASIC GRID #3 FRAME BUILDING DETAIL #8). REQUIRED W/ EXPANSIVE SOIL
TABLE 1 TABLE 5 #/FOOT MAX. COPING
r.1 BARS 0 12" O.C.
DRAIN BOND BEAM
A TABLE TABLE TABLE WATER SURFACE. - - SEE TABLE #1 & DETAIL #12.
DECKING. MINIMUM
WIDTH PER LOCAL B APPROX. 3" BELOW
r E F G BOND BEAM. ,I
.,�„
BUILDING CODE. Q Q o :. Q} V)
C V� w 3'-0" MIN. z �' S
z it 3 m
o m COPING M w< `` o 0
rn z 3 ¢ F
NO R.B.B. I o m 0 1n 25
� o
,77 N -9 ...
.... ....:..,...._..�..,_:_...__._.._i n w z CLR. V) X
' ¢ I I I T o m ,n;.t^ar�i;.r•.xiRt ✓^ > I. I' - Q a
M -{ -I fn 1 o BENCH/STEPS - - Ir
i� a SEE OPTIONS 1 • a
0 0 �J 1 �� UNDISTURBED SOIL. `� �' N
v I o
r N ABOVE L / 1500 PSF MIN.co
J
I BEARING VALUE .._ ....._... _._..... _ ___._._._....___..
Z
N I I 1 { INFLUENCE LINE
UNDER- l FOR FOOTING 'C' SHOTCRETE COVER
WATER Im .... i r �..... ....I { f......._ ....., SURCHARGE TO BE CHANGED t •G POS `P0
E
In. UNIFORMLY.
LIGHT PER
• " "... SEE TABLE 1
DETAIL #10. I I gyp• C' ADD #3 0 12 O.C. 1
• . 6 LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY -4t
• FOR EXP. SOILS. ! VARY, LOCATE STEEL
I TYP.�FLOOR , 3' CLR FROM EARTH(
STEEL BASKET IS NOT REQUIREDII " SURCHARGE CONDITION: "- --
TI p�.. ,6 THICICMAIN. SHOTGTE (GIINITE) VERTICAL STEEL 24" MIN. x''
DRAIN PIPE SHALL NOT 3 BAR 0 12 .C. = USE TABLE 1 SCHEDULE 'D', �,
/ # ? 'BUILDING SURCHARGE)WHEN SEE TABLE 1 EXTEND WALL
S.
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILD'G SURCHARGE
A
B
C
D
• in
io
io
in
(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"
3"
3"
3"
3"
4'0" 1'-0"
3"
_
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
3"
-
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
4"
4"
4'6" 1'-0"
3"
SIGNS &I SAFETY EQUIPMENT SHALLCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
SECTION
3'r�"
-
ASSISTIVE DEVICES FOR THE DISABLED.
IO.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB
5"
-
SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
5"
5'0" V-6"
3"
#3 0 6"
4"
#3 0 6"
5"
#3 0 6"
- _
._.
5"
#3 0 6"
........ _.._
5'6" 2'-0"
3'
SPECIAL DETAIL REQUIREDTOP OF
SLOPE
TOE OF SLOPE OR OTHER
4"
PROVIDE ADEQUATE DRAINAGE
p
TABLE NO. 5 RAISED BOND BEAM
5"
5%'
6'0" 2'-6"
3"
4"
_
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
6"
5%'
6'6" 3'-0"
3"
11 w
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE
4P%"
10'0" 9"
-
4-
7
6.
P%
7'0" S-6"
3"
12%
5"
11'0" 9"
8"
7%'T6"
4'-0"
3"
-
5�iz"
9"
8'0" 4'-6"
3"
6"
-
-
8'6" 5'-0"
3"
6"
10"
AND RD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE,
WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION
2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
SLOPES AND STRUCTURES.
1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE
ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
RELYING ON (INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE
A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE ANY STANDING OR
THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE
WALKING SURFACE.
CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE
ENGINEER IN THE STATE OF CALIFORNIA.
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL
CONTINUOUS SHOTCRETE INSPECTION
ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
1h (ERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIALONLY
RECOMMENDS THAT THE OWNER CONTRACTOR OBTAIN A SOILS REPORT.
INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
3. THIS PLAN IS NOT VALID WITHOUTT ADDITIONAL SURCHARGE DETAILS WHEN THE
INDICATING COMPLIANCE NTH THE PLANS AND SPECIFICATIONS.
CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS
'TITLE 24
SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3.
3"
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO
1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE 2013 BUILDING ENERGY EFFICIENCY -
NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,
STANDARDS.
FENCING, CONCRETE DECKING AND POOL GEOMETRICS.
2. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT:
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
1.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL
APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH,
EXPANSION.
WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
6. ALL CONSTRUC110N SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA
ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CAUFORNIA MECHANICAL
1.2. SYSTEM IS INSTALLED WITH:
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013
A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING.
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
STANDARDS CODE, AND LOCAL ORDINANCES.
1.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
7. POOLS WITH (DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL
PERMIT OFF PEAK OPERATION.
STANDARDS ANOR8.
FENCING AND BARRIERS
SIGNS &I SAFETY EQUIPMENT SHALLCAL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
SECTION
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.
ASSISTIVE DEVICES FOR THE DISABLED.
IO.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB
HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4'. GATES TO BE
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE
SELF-CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR
THROUGH FENCING SHALL OPEN AWAY FROM THE POOL MAXIMUM VERTICAL CLEARANCE
RESIDENTIALPOOLSOR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS
FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
REGULATIONS AND MANUFACTURERS RECOMMENDATIONS.
LOCAL CODES, THE LOCAL CODES SHALL PREVAIL
ELECTRICAL AND PLUMBING
CITY OF FREMONT SPECIAL NOTES
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC.
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF FREMONT.
1 SEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED
ENCROACH INTO GUNITE SHELL
4,4 CH o�fFC ON `,a
-J' �
SETBACK -TO BUILDING FOUND11 ATION
HORIZONTAL STEEL ~P REINF. INTO FLOOR.
-/
ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE
SITE. GRADING PLAN SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL
CIRCULATION DRAINS:
' I H`WA R TAOLE '"INSTALL �'
H G
'W' IS LESS `THAN POOL, DEPTH. a
#3 BARS 0 12" O.C. 30 MIN. FOR TABLE SG
( )
INDICATES TYPICAL RADIUS (ACTUAL RADIUS
PROVIDED AS SPECIFIED IN CEC 680.26(8)(2)(A) OR (2)(B) AND SHALL BE ATTACHED
ENGINEER IN THE STATE OF CALIFORNIA.
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP,
AIN
..� i
HYDROSTATIC VALVE AND ROCK`4
_ w
#3 0 12"#3
� --
NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL.
2. MINIMUM DISTANCE BETWEEN EXTERIOR WALL � ADJACENT BUILDING &SWIMMING 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"
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
LESS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. REFER TO STANDARD
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY
A - 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"
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
c
WALL DOES NOT REQUIRE
,� l?fCHARGE DETAIL)
(
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE
ADD ADDITIONAL REINF. BARS.
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
3. FOR COMMERCIAL POOLS, HEALTH DEPARTMENT SUBMITTAL PLANS SHALL ACCOMPANY THIS
STRUCTURAL PLAN INDICATING ALL REQUIREMENTS OF THE CBC AND COUNTY HEALTH
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
t;
; .R
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
1. FOR E.F.P. = 65 P.C.F., CONC. COVER =0+2*
6. BACKWASH SMALL BE DISPOSED OF IN AN APPROVED MANNER.
7POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE
WITH THE CPC.
DEPARTMENT FOR PUBLIC SWIMMING POOLS.
CITY OF ROCKLIN SPECIAL NOTES
7%"
--
11 1
TYPICAL LONGITUDINAL
SECTION
#N.T.S.
2
STANDARD WALL SECTION
N.T.S.8
8%"
CONTRACTOR IFOR D OI OF THE HEALTH &
REFER TO EOF
CTION IPOOL
NOTES ARE YA TY OF ROCKLIN.
TI'�NETHE
IN THE IINVESTIGATION,
CSPECIFlC
- -
- -
6"
81/-
8'0" 6'%"
7"
8%11
ROPERVISED
SAFETY CODE STALLA11ONTHE DRAIN SYS5928
TEM.
9. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RP DEVICE)IS REQUIRED ON
ABSENCE OFSITE OILSABLE
SWIMMING POOL AND SPA
CONSTRUCTION SHALL CONFORM TO STANDARD POOL STRUCTURAL PLAN STEEL AND
SPECIAL DETAIL REQUIREDTOP OF
SLOPE
TOE OF SLOPE OR OTHER
NOTE:
WHEN ACTUAL STE CONDITIONS EXCEED
PROVIDE ADEQUATE DRAINAGE
p
TABLE NO. 5 RAISED BOND BEAM
ALL SWIMMING POOL AND SPA FILLERS PER CPC 603.4.22
STRUCTURAL NOTES
GUNITE SCHEDULES FOR HIGH EXPANSIVE SOIL WITH A MINIMUM SOIL EQUIVALENT FLUID
PRESSURE OF 65 P.C.F. (SCHEDULES C AND G).
WHEN LESS THAN 10'
SURCHARGE CONDITIONS
10%"
9'6" 9"
2. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR CERTIFIED FILL COMPACTED
-
(SEE GENERAL NOTES #3)
THE LIMITATIONS BELOW OR ADDITIONAL
BEHIND POOL WALL
11 w
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
SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 , ? 1/4" PER
SURCHARGE DETAILS ARE REWIRED. FO
P
SPECIAL DETAIL REQUIRED
WHEN LESS THAN POOL DEPTH OR H/4 x m o W i (1) #4 0 TOP
_ (7.5' MAX. H/4) 1 z m ,<-WATERPROOFING RECOMMENDED.
SPECIAL DETAIL REQUIRED w z
HORIZ. STEEL io m m o 6" C.M.U. W
WHEN LESS THAN H/6 /
/ 1 m
BARS ®12" O.C.
(10' MIN., 20' MAX.) iv o w o #3 VERT. BAR 0 24' O.C.
j � SOLID GROUT.
_ a
ALTERNATIVE BOND -)r
PER C.B.C. SECTION 1808.7.3 1 BEAM LOCATION
%� I.. i.....1 BOND BEAM
\ WATER _
a VERT. STEEL LINE. VERTICAL STEEL W/
ADDITIONAL SPECIAL DETAILS SEE TAIBLE 5, 24' MIN. EMBED.
a SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SCHEDULES E. F OR G
<3- 'C' TYP. HORIZ. STEEL
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR."
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR.
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES'
a.(GUNITE) THICKNESS PER 1. CODNCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
p „;,,,�;,�,�,�,n,,,.„�,„�,,.,„ ,,3,„�,,;�.�, mow, APPROPRIATE WALL SCHEDULE. CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
� 1 �`,w``��wE,`.",�"'-�v"��n�t„ i`--xo
AS'PTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi.
Z z 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH Fc=2,000 PSI.
a POOL FLOOR THICKNESS d, ? SEIE CBC/IBC TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
co G 4 MAY VARY TO ACHIEVE
DESIRED WATER DEPTH. ____- -- 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBC/IBC SEC.
2103 & ASTM C 270. SEE CBC/IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
SP'ECIFlCATIONS
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
VERTICALC
STEEL
STEELSTEEL
VERTICALN5%
VERTICAL
3'6" 3"
#3 0 12"
3"
#3 0 12"#3
� --
0 12"
4'0" 3"
-
-
3"
3"
-
W
3 "
_
-
5'0" 3"
#3 0 6"
3%"
#3 0 6"
5%"
#3 0 6"
5'6" 3"
4"
6%'
6'0" 3%"
----
5"
----
7%"
--
11 1
6'6" 4"
6"
8M.
7'0" 5"
6"
#3 0 4"
.... _........ ._....-
8%"
#3 0 3"
7,6" 5%'
- -
- -
6"
81/-
8'0" 6'%"
7"
8%11
8'6" 7P%"8"
-
9'0" 8"
9"
10%"
9'6" 9"
-
lo-
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-
10'0" 9"
-
4-
-
11"
-
12%
-
11'0" 9"
11"
13"
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90%
COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS
CUT -FILL TRANSITIONS.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24'. MINIMUM
CLEARANCE 13ETWEEN PARALLEL BARS IS 2 1/2'.
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM
SPACING IS #4 BARS AT 18' O.C..
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE
OF THE INSTALLER THERE MAY BE MORE REINFORCEMENT
THAN
AT ANY
GIVEN POINT IN THE POOL STRUCTURE
5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE
INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WERE APPLICABLE,
SHOTCRETE (IGUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY
REQUIREMENTS.
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150.
8. SHOTCRETE/MNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318
SECTION 4.3 IFOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL
BUILDING OFFIICIAL.
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
MALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
SURFACE.
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER
DESIGN INTENIT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED
5 -FEET.
OWNER
1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
2. DO NOT TURN( ON LIGHT WHEN POOL IS EMPTY.
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
CITY OF SAN JOSE SPECIAL NOTES
THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF SAN JOSE.
1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF
THE FOLLOWING METHODS:
A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRING TO THE
APPROPRIATE DETAILS AND SCHEDULES.
B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION.
C. A STANDARD POOL PLAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO
IDENTIFYING SCHEDULES AND DETAILS.
2. SWIMMING POOL AND S
0 L A PA CONSTRUCTION SHALL CONFORM TO STANDARD POOL
STRUCTURAL PLAN STEEL AND GUNITE SCHEDULES WITH A MINIMUM SOIL EQUIVALENT
FLUID PRESSURE OF 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW,
GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF,
NON -EXPANSIVE SOIL, MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER.
3. OVER THE COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED AS 'SPECIAL
GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED ON THE FINDINGS OF
THE GEOLOGIC AND GEOTECHNICAL REPORTS.
4. IN ACCORDANCE WITH CBC SECTION 1802.2.7, A SITE SPECIFIC SOILS INVESTIGATION MAY
BE REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
- PERMIT#
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWD FOR
CODEC MEP ANCE
DATE. - BY. -JA
SEE STRUCTURAL NOTE #1
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. L� RAISED BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE
UNDISTURBED OR 90% COMPACTED SOIL) NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6
NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
6"-8" - CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE. NO. 1 & DETAIL #12. �`�`- 2 2 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
MAY BE LOOPED EXPANSION JOINT & SEALANT to 12 BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
INTO SPA BOND c� } wruw rur ,-. ,_,'v-_ 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN X o ( € (2) #3 I LEVEL TOP of GUNITE COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
„ , X �_ P (4) #3 BARS W GROUT & PLACE PER DETAIL #8 1 PROVIDE 2 1/2"
1" CLR. TO REINF. ¢ I $ ' BARS.. / DECKING ELECTRICAL 'J' BOX. M IDEAS, DETAILS AND SPECIFICATIONS EITHER ORIGINAL OR
�- 6' ,,� .: #15 FELT OR 4 MIL.
CLR. BETWEEN COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
" PARALLEL BARS.
o N ( THICK X 3 BARS io 1" MIN. CLR. VISQUEEN ON TOP. r ANY PERSON, BUSINESS OR CORPORATION MAY ONLY BE
"P w a # 1 COPING 8" MIN. ABOVE DECK, WATER FINISH BOND BEAM W/ (4) #3 BIARS DECKING. c
3' AROUND ALL AUTHORIZED MITIi THE EXPRESSED WRITTEN PERMISSION
SPA LIGHT 12" O.C. "P PIPES. r E #3 BARS 12 co 1 ' .
LINE OR FLOOD TINE WHICH PER TABLE 1 &DETAIL 12 TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
o EA. WAY. GRADE. # #
O.C. EA. WAY. EVER IS GREATER � THE USER ACKNOWLEDGES THAT HE HAS READ &
uE 0. L RSTANDS ALL OF THE NOTES INCLUDED HEREIN.
EQ. EQ. LWATER€ SKIMMER BOND BEAM PER TABLE N
WATER = COVER. MAY E LOCATEDBOND BEAM HORIZONTAL UNDE
PLUMBING B
REINFORCING PER DETAIL #10. 6• LINE. LAP UNE. (2) #3 BARS \VV � �� J, � � IN BOND BEAM LOWER CORNER
p 2 1/2" a MAINTAIN 1" CLR. TO REINF.
3" BARS MAY BE OVER OR CALLS BY: A.J.C.
NOT REQUIRED IF 6" MIN. 3 -
MIN. �� z w COMPACTED ¢ o J CLR. UNDER VERTICAL BARS.
CLEAR PROVIDED. �� FILL x¢ T.L.L.
BEND O - w
5' MIN. r, BOND \\ DRAWN BY
" 24" MIN. LAP a AROUND ALL BEAM I PRECAST COPING OR BRICK
CIRCULATION DRAINS: >).W INTO SPA FLOOR #3 BARS Ilr; J , , II I€_ ,... UNDER ��\\ - m X �Oly\O� ' \N o __j CHECKFn _RY -RLL
PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, I OR POOL WALL. 0 12 O.C. = (2) #3 Z BARS SKIMMER. 8 COPPER a O • !1 J Of a w I 0
COVERED WITH APPROVED A.S.M.E STANDARD A112.19.8 EA. WAY. # ��� �'Pq 6 ¢ m �' X (2) #3 BARS _ For Use Only A:
GROUND WIRE (" \ o �A x
ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY 1 �P " 394 San Juan Ct
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL IL
6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED` L / `� O \� _ - `� o BEND VENEER.
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HORIZ. BAR _
12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. 1 " FIXTURE FFo - - _ ao VERT. STEEL CrllICO, Lia
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: - LAP OUTSIDE BARS INTO POOL REINF.LENS F./. '- - - - 45' OR 90'.
24" 6' RECESSED O L <-TILE
POOL MIN. (2) #3 BARS MI . LIGHT �9 J`' �O. BOND BEAM PER
SPA DETAILS MAY BE USED tC 1. �A O� TABLE N0. L PLASTER �+
SPA DETAILS - N.T.S. 7 Z LAP EACH WAY
FOR SPAS WITHOUT POOLS.
AROUND NICHE.- 18" MIN. O�
LAP, TYP. �• ��`�' ROCK OR BRICK NOTCH
C�i 3
4'-0" MIN. IMPERVIOUS DECK c s -, a
APPROVED SEALANT - VERT. STEEL a t' -
SLOPE 1/8"-1/4' INSTALL PER MANUFACTURER E WOOD POST FROM
PER FOOT I. �:, #3 0 6" O.C. ATTACHED PATIO COVER
3 1/2• �- DRAIN O (2) #3 BARS. NOTES: 5'-0" DEEP &BELOW. * �Q
_• MAX. DEAD +LIVE LOAD = 2000 Ib. CI�'1�,
g w n NOTE: ( OR
1. INSTALL N0. 8 COPPER GROUND WIRE FROM LIGHT NICHE TD ROCK ON BOND BEAM. �\
w J BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC HORIZONTAL STEEL. I 1 LEVEL TOP OF BOND BEAM OF CP
C,4
- zSATURATION;' " PROVIDE CONTROL JOINTS 3" CLR. r -P 5" MIN. #3 BARS 0 12" O.C. TYP. ih I I WITH GROUT &PLACE 15#
o $ 1 CONDUIT CAN BE USED LATH INSULATED NO. 8 COPPER WIRE L 1 FELT OR 4 MIL. VISQUEEN ON
RECOMMENDED WHERE APPROPRIATE. a) TYPICAL TYPICAL GALV. SIMPSON POST BASE. I i
Uj
- INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E C. TOP OF BOND BEAM. PLAN VALID ONLY WITH WET
o PRIOR TO NOTE: BOND PER ELECTRICAL & i 1 .
L_ ---I POURING DECK. I1 I I' 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH EX�A REINFORCING TO EXTEND PLUMBING NOTE 2. STAMP do ENGINEERS SIGNATURE
" PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS IN RED INK ON PLAN.
R 6• REMAINDER OF JOINT IN STYROFOAM OR 24 MIN. EACH SIDE OF RAMP. MASTIC
SEE ELECTRICAL AND �` FOR LIGHTING FIXTURES U.L STANDARD 676.
8 PLUMBING NOTE #2 REGARDING L
OTHER EXP. MATERIAL CONCRETE SHALL 3 1/2' MIN. CONC. DECKING.- ^
EQUIPOTENTIAL BONDING GRID FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR -._ F- TILE AUTHORIZED SIGNATURES:
FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. CANTILEVER CONCRETE RONALD L LACHER, P.E.
TODD L. LACHER, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS KRISTOF NADASDI, P.E.
EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. $ SKIMMER DETAIL N.T.S. 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:
STANDARD PLAN APPROVALS: p Ron Lacher, R.C.E.
STANDARD P®0 PREPARED IN ACCORDANCE WITH 00� 1201 N. Tustin Ave.
s THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807100
STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Inc, Fax: (714) 630-6114
Phone: (714) 630-6100
10ONC CBC13 COPYRIGHT 2015, POOL ENGINEERING INC.
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