BPOL2015-0176 PlanNOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS
BENCH AND STEP OPTIONS' SLOPE EARTH SURFACE 1/4" PER 0 T L ARS MAY BE i THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT WHEN REQUIRED BY THE BUILDING OFFICIAL GLAZING SHALL COMPLY WITH THE CBC SECTION
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT OR SLOPE DECKING 1 8" TO BOND BEAM H RIVER I B
% 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
?. 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. WOOD FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER
BASIC GRID #3 1500 #/FOOT MAX. DETAIL #8). REQUIRED W/ EXPANSIVE SOIL.
TABLE 1 TABLE 5 COPING
rA- BARS ®12" D.C.
DRAIN BOND BEAM
DECKING. MINIMUM A TABLE TABLE TABLE WATER SURFACE. SEE TABLE #1 & DETAIL #12.
APPROX. 3" BELOW
WIDTH PER LOCAL B ) #
E F G BOND BEAM. W, 1r,r v
BUILDING CODE. 3 o „-,,% J
J Q
Z w
3' 0" MIN. a ,
Q
Lf
-
NO R.B.B. o- o ' o
- - un a :, z CLR.
Of
h n
a I { I o BENCH/STEPS -
m OPTIONS 1 o
SEE w
0
0 a
cn UNDISTURBED SOIL.
,
o
J. �
i
I_ _ I I I I I; I I; ; Io,N ABOVE F i 1500 PSF MIN. °D
J BEARING VALUE.
ZI € I
a i
E INFLUENCE LINE
�
I I I I.I _.._ .
13 , : ; . , t 3 C' SHOTCRETE COVER 5
€.: ,,, FOR FOOTING
UNDER SURCHARGE TO BE CHANGED •G O� r�
WATER I I mm; UNIFORMLY. �P 4
LIGHT PER I I rn SEE TABLE 1 1f
DETAIL 10.
I I
,12 O.C.
# p ADD #3
.
5� LONGITUDINAL ® TRANSITION ACTUAL DIG LINE MAYS:
j E LONGITU L
FOR EXP. SOILS. VARY, LOCATE STEEL �
i
3" CLR FROM EARTH ` _.. to
I( TYP. FLOOR SURCHARGE CONDITION:
STEEL BASKET IS NOT REQUIRED
lE L Q ? 6" THICK MIN. SHOTCRETE (GUNITE) VERTICAL STEEL. -
USE TABLE 1 SCHEDULE 'D', SEE TABLE 1 24" MIN. _
DRAIN PIPE SHALL NOT W/ #3 BARS 12" O.C. (BUILDING SURCHARGE) WHEN 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 ® 12" O.C. (30- MIN. FOR TABLE 5G)
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH HYDROSTATIC VALVE AND ROCK ADDI110NAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING
S.
IS D"'TANCE
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
BUILDNG SURCHARGE
A
B
C
D
h
(4) #3 BARS.
(4) #3 BARS.
E.F.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
45 P.C.F.
R
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
F3O
V-O"
3"
#3 ® 12"
3"
#3 0 12"
3"
#3 0 12"
3"
#3 CAA 12"
V-O"
3"
3"
3"
3-
1' 0"
3"
34„4
4'6"
1'-O"
3"
3�/Z"
5"
5"
5'0"
-
1' 6"
3"
# 3
®6'
-
4"
# 3
®6"
..... _....
5"
# 3
®6"
5"
# 3
® 6"
....
56"
2'-0"
3"
4"
5"
51�"
6'6"
3,-0,
3"
4%"
7"
6�1h-
7'0"
S-6"
3,.
5.,
8„
7%„
7,6"
4'-0"
3"
5�1h"
8�1h"
8%"
8,0„
4,_6"
3„
6„
8,6"
5'-0"
3"
6„
9,.
8%"
INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #11) EXPANSIVE SOIL
W DOWN
PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE,
2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS.
SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE
1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN
USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE
ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE.
A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE
WALKING SURFACE.
RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE
B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
THE ADEQUACY OF IS STANDARD POOL UCTUALLAN FOR THE ACTUAL SITE
CONDITIONS. SHOULD�SITE CONDITIONS VVARYFROMTHATCOVERED BY THIS STANDARD
CONTINUOUS SHOTCRETE INSPECTION
POOL STRUCTURAL PLAN, IT IS THE RESPONSIBIUTY OF THE CONTRACTOR OR THE
WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL
OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL
ENGINEERING DETAILS PRIOR CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID
INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
ONLY FOR STATED EQUIVALENTT FLUID PRESSURES AND POOL ENGINEERING INC.
INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THE FOLLOWING AGENCIES
RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
AMONG OTHERS REQUIRE CONTINUOUS INSPEC11ON:A. THE CITIES OR BEVERLY HILLS, COSTA MESA, CULVER CITY, CYPRESS, FULLERTON,
3. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE
CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS
HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS,
LAKE ELSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH,
SHALL COMPLY WITH SLOPE SETBACKS PER' CBC SEC110N 1808.7.3.
STANTON, TUS11N, VILLA PARKWESTMINSTER, MORENO VALLEY, BELLFLOWER, YORBA
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO
,LINDA, SAN DIEGO, SOUTHGATE, MONROVIA & ONTARIO (FOR SPECIAL CASES).
NON- STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,
FENCING, CONCRETE DECKING AND POOL GEOMETRICS.
TfTLE Z4
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL
1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE
EXPANSION.
BUILDING ENERGY EFFICIENCY STANDARDS.
6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 EDITIONS OF THE CALIFORNIA
C
T THAN ORE UAL TO 4 PIPE DIAMETERS SHALL BE
2. A LENGTH OF STRAIGHT PIPE GREATER Q
BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CAUFORNIA MECHANICAL
INSTALLED BEFORE THE PUMP.
CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2013
3. ALL ELBOWS SHALL BE SWEEP ELBOWS.
BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CALIFORNIA GREEN BUILDING
0 POOL & SPA HEATING SYSTEMS & E UIPMENT- 4. MANDATORY REQUIREMENTS FOR Q
STANDARDS CODE, AND LOCAL ORDINANCES.
4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL
APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH,
GEOMETRIC STANDARDS AND/OR LOCAL CODES.
WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO
8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT.
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
4.2. SYSTEM IS INSTALLED WITH:
ASSISIIVE DEVICES FOR THE DISABLED.
A) AT LEAST 36" PIPE BETWEEN FILTER &HEATER FOR FUTURE SOLAR HEATING.
10. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT JOB
B ) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE
4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO
PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR
PERMIT OFF PEAK OPERATION.
RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS
FENCING AND BARRIERS
REGULA1ONS AND MANUFACTURERS RECOMMENDATIONS.
ELECTRICAL AND PLUMBING
1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
HIGH FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE
1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2013 CEC.
SELF -CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES
2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE
ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE
FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED
LOCAL CODES, THE LOCAL CODES SHALL PREVAIL.
TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH THE CBC
FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
SEC11ON 3109, INCLUDING LOCALLY ADOPTED AMENDMENTS.
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY
BALANCED AND SYMMETRICALLY PLUMBED THROUGH T"
MASONRY SCREEN OR GARDEN
WALL DOES NOT REQUIRE
WALL. (RAISED OR NOT RAISED).
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
BUILDING FOOTING
SURCHARGE COUNTY OF FROM TDP OF POOL WALL.
(
3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS
A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE
LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
SURCHARGE DETAIL)
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
L.A. USE DETAIL 271-60)
RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS.
BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM & A DRAIN.
6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
7. WITH THE WATER HEATER AND GAS PIPING INSTALLA110N TO BE IN CONFORMANCE
POOL SITE PLAN.
B. IN THE CITY OF SAN DIEGO FENCES AND BARRIERS SHALL COMPLY WITH THE
REQUIREAR1CLEMENTS 5, DIVISION 03. UND IN THE CITY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14,
TYPICAL LONGITUDINAL SECTION N.T.S. 2
IN THE OF REFER TO OPR TED
STANDARD WALL SECTION POOLS. TY OF N.T.S.
1
ORANGECOUNTY
SS SPECIAL NOTES" REGARDING DESIGN E.F.P.GE
FOR
8 ANSI/APSP-7 SUCTION ANDTLETS SHALL 2013 CBCDESIGNED N 9 INSTALLED IN ACCORDANCE WITH
SECTION 3109.4.4.8.
COUNTY OF LOS ANGELES SPECIAL NOTES
SPECIAL DETAIL REQUIRED TOP OF
THAN 10 SLOPE
TOE OF SLOPE OR OTHER
SURCHARGE CONDITIONS
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM
9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
ALL SWIMMING POOL AND SPA FILLERS PER, CPC 603.5.21
1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING &
SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS,
WHEN LESS
THE LIMITATIONS BELOW OR ADDITIONAL
BEHIND POOL WALL
STRUCTURAL NOTES
AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF
(SEE GENERAL NOTES #3) BOND BEAM PER
SURCHARGES NOT COVERED BY THIS
PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 ? 1/4' PER
SURCHARGE DETAILS ARE REQUIRED. FOFOOOT.�
#WHENSPECIAL DETAIL REQUIRED (. I r
LESSTHAN POOL DEPTH OR H/4 ¢ cr
w#4 ®TOP
-, ¢o °'ERPROOFING RECOMMENDED.
SPECIAL DETAIL REQUIRED (7.5' MAX. H/4) o
HORIZ. STEEL Im oC.M.U. W/
WHEN LESS THAN H/6 o x m
(10' MIN., 20' MAX.) BARS ®12" O.C. ` I w N ¢ #3 VERT. BAR ® 24" OC.
..... � a ___.......... SOLID GROUT.
POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE BOND-->-, (µ
BEAM LOCATION ` c" BOND BEAM
SETBACKS PER CBC SECTION 1808.7.3
I WATER I ., r ��F1�
z VERT STEEL LINE. VERTICAL STEEL W/
ADDITIONAL SPECIAL DETAILS SEE TABLE 5, 1 24" MIN. EMBED.
a SURCHARGE CONDITIONS - REQUIRED FOR CONDITIONS ABOVE N.T.S. 3 SCHEDULES E, F OR G IYP. HORIZ. STEEL
< 3• ,C,
CLR. 'C' 3"
v REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY -,
AMEBIC&" NATIONAL STANDARD- INSTITUJ,E (ANSI)_&_ ND THE NATIONAL SPA & POOL INSTITUTE (APSP) CLR.
U)
p BEACH ENTRY :STEEL AND,SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
p ,,,,,.�,,�,,,,,u.�, ,h,.,m, ., ,,.,.,., ,,�. „ ;;., APPROPRIATE WALL :.,, .: CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND
a ''' �,� SCHEDULE. t ... �, ,,
I.€ 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 f'c=2,000 PSI.
zd€T , POOL FLOOR THICKNESS
w co " MAY VARY TO ACHIEVE 3. MORTAR SHALL BE TYPE M WITH Pc = 1800 psi AND SHALL CONFORM TO CBCABC SEC.
�, ,'� °: 2103 & ASTM C 270.
4 4DESIRED WATER DEPTH.
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
E
F
G
E.F.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
3'6"
3"
#3 ® 12"
._.
3"
#3 CAD 12"
.... _
W
3"
#3 ® 12"
4'0"
3
3"
4"
4'6"
3"
3 iz'
5"
5'0"
3"
#3
® 6"
3%"
#3 ® 6"
...
5"
#3 ® 6"
5'6"
3"
4"
6"
5'0"
3h„
5„
7"
6 6
4
6„
81,
7'0"
5"
6"
#3
® 4"
8"
#3
® 3"
-
7'6"
5'h"
6"
811
810"
6W
7"
8%"
8'6"
7'1h"
8"
9%"
9101,
8„
91,
10�IA„
9,6„
9„
10„
11 1h11
1010"
91,
.. _
.__.....
11"
12"
11'0"
9"
11"
12�{�"
THE SITE PLAN.
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY
PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% BUILDING CODE (LACBC).
COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS
DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN
CUT -FILL TRANSITIONS. 2 1/2 FEET.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL
40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW.
CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2".
3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH CITY OF SIMI VALLEY SPECIAL NOTES
THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM
SPACING IS 4 BARS AT 18" O.C.. 1. SEE THE ATTACHED "CITY Of SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR
4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER.
OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS
GIVEN POINT IN THE POOL STRUCTURE. SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE
5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS
INSTALLED PRIOR TO PLACEMENT OF CONCRETE. REPORT (CBC TABLE 1610.1).
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES
SHOTCRETE (GUNITE) TO B N CONFORMANCE WITH CBC SECTION 1904 DURABILITY
E I
REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED:
7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SEC11ON 3.2, ASTM C 150. 1.1• POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE
B. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE -IN ACCORDANCE-WITf+ ACi 318 --- ( f_P: OF-1 00 P.S.F. ---
SECTION 4.3`FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
BUILDING OFFICIAL STRENGTH (F'c) EQUAL TO 4,500 P.S.1% TYPE V CEMENT, AND W/C RATIO EQUAL TO
9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH).
MALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -TIGHT
SURFACE. CITY OF SANTA CLARITA SPECIAL NOTES
11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL
DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM
5-FEET. DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE.
USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION
OWNER
ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM.
1. KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION.
SPECIAL NOTES
2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. COUNTY OF SAN BERNARDINO
3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER). IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING ALL CONCRETE IN CONTACT WITH SOIL
SEE STRUCTURAL NOTE #1� SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45
SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. t� RAISED BOND BEAM N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
UNDISTURBED OR 90% COMPACTED SOIL HAS READ Se UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
BRICK OR PRECAST PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
NOTE: BOND BEAM PER TABLE 9" & LARGER CONCRETE COPING. IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL #12. 1, 6 $ 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� n.., , ._, (-, -+ --, 4'-0 MIN. REQ'D. FOR EXPANSIVE SOILS. i COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
z i LEVEL TOP OF GUNITE 1 PMAY ROVDER2 102" ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
BEAM. MAINTAIN x (2) #3 x i (4) #3 BARS PER DETAIL #8 / IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
�. u.�.,
o € € -- , W/ GROUT & PLACE ' CLR. BETWEEN
1" CLR. TO REINF. Q '` ' BARS. - ,, DECKING LISTED ELECTRICAL V BOX. COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY
I s" #15 FELT OR 4 MIL. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
w X 3 BARS 1" MIN. CLR. VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER "
I THICK # COPING AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
M 13" 12" O.C. N AROUND ALL LINE OR FCOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING.
SPA LIGHT 1 #3 BARS 12" 0
F POOL ENGINEERING, INC. BY THE USE OF THIS PLAN
EA WAY. PIPES. EVER IS GREATER. GRADE. PER TABLE #1 &DETAIL #12. TILE THE USER ACKNOWLEDGES THAT HE HAS READ &
O.C. EA. WAY.
BOND BEAM PER TABLE NO. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
v WATER SKIMMER r r° v PLUMBING MAY BE LOCATED
t, EQ. EQ. WATER ,,, COVER. ee IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
LINE. 24" ee ' m; " 3" BARS MAY BE OVER OR CALCS BY: A.J.C.
MAINTAIN 1" CLR. TO REINF.
c� ci UNDER VERTICAL BARS. DRAWN BY: T.L.L.
REINFORCING PER DETAIL 10. 6" LINE. (2) #3 BARS ee �` 2 1/2"
# LAP t i(.. t Z
NOT REQUIRED IF 6" MIN. MIN. ee z COMPACTED CLR.
CLEAR PROVIDED. - BEND e\� S FILL CLR. ¢ o 12"
z 5" MIN.-� BOND �� W ti9 1 o �, PRECAST COPING OR BRICK
24" MIN. LAP a- AROUND ALL. BEAM iIK \!!p� " w J
Q - -J o I a 8 CHECKED BY: R.L.L.
CIRCULATION DRAINS: `� I INTO SPA FLOOR #3 BARS } _ ER �\\ \
OR POOL WALL. ® 12"0 C (2) #3 'Z' BARS SKIMMER. ¢ \F'tp ' YAeN• o., #3 BARS BENT
PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH I '' #8 COPPER _ �� M P 6 � m (2) #3 BARS • 48" O.C.
EA. WAY. GROUND WIRE �v�\ \9�A = M zltz
ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE F o \
ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY _ N ~ 1 '
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" DAM WALL ; 6" DAM LAP INTO SPA REINF SECTION AT SKIMMER C.E.C. APPROVED L / FIXTURE �- - BEND 1 VENEER. (6) #4 BARS. p 4
HORIZ. BAR - - - oo VERT. STEEL
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN 12" DAM -LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI �
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE -LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT LENS F�� - - - 45' OR 90'. �� CLR. 4 fi
24" 6" RECESSED ( €^ p o. I_ 1 <-TILE
9 J BOND BEAM PER -j NO DECK WITH
POOL N. MIN. LIGHT. § 1 �q
SPA DETAILS MAY BE USED MZ (2) #3 BARS ; - Q� TABLE N0. 1. <-PLASTER EXPANSIVE SOIL CONDITION ONLY
SPA DETAILS - N.T.S. 7 LAP EACH WAY 18" MIN. E.F.P. = 62.4 P.C.F. 7656 m
FOR SPAS WITHOUT POOLS. - AROUND NICHE. 3 LAP, TYP. 1° ��` ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY * Eft? 6�30l2017
4'-0" MIN. IMPERVIOUS DECK R.
, �t
�APPROVED SEALANT VERT. STEEL ClVII
SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER WOOD POST FROM
1 ' #3 ® 6" O.C. ATTACHED PATIO COVER OF CAL.0
3 1/2" PER DRAINL- c� (2) #3 BARS. NOES 5'-0" DEEP &BELOW. I MAX. DEAD + LIVE LOAD = 2000 lb.
1 8 M H E TO J IEm.OR
o . INSTALL NO. COPPER GROUND HARE FRO UG T NICH HORIZONTAL STEEL. Cb c.� ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM
w NOTE: = BRASS CONDUIT TO POOL REBAR, OR NON-METAWC I I WITH GROUT & PLACE 15#
r 5" MIN. 3 BARS ®12" O.C. TYP. Io
`' J �SATURAIION PROVIDE CONTROL JOINTS ) 3" CLR. �`M CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE # L I FELT OR 4 MIL. VISQUEEN ON
r C) I I RECOMMENDED WHERE APPROPRIATE. - TYPICAL. TYPICAL. INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. ANCHORAGE PER PATIO COVERT. TOP OF BOND BEAM. PLAN VAUD ONLY WITH WET
W ; E NOTE: PLAN. BOND PER ELECTRICAL STAMP dt ENGINEERS SIGNATURE
PRIOR TO L I f 2. SHAMMING POOL LIGHTING nXTURES SHALL COMPLY WITH `
POURING DECK._ EXTRA REINFORCING TO EXTEND &PLUMBING NOTE 2.
PLAN AT SKIMMER APPLICABLE UNDERWRITERS LABORATORIES REQUIREMENTS IN RED INK ON PLAN,
FOR LIGHTING FIXTURES U. STANDARD 676. 24" MIN, EACH SIDE Of RAMP. MASTIC
6" REMAINDER OF JOINT IN STYROFOAM OR 3 1 2 MIN. CONC. DECKING.s
SEE ELECTRICAL AND / "AUTHORIZED SIGNATURES:
� OTHER EXP. MATERIAL. CONCRETE SHALL� "°ll ,., TILE
PLUMBING NOTE #2 REGARDING FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR RONALD L. LACHER, P.E.
EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. CANTILEVER CONCRETE
ADJACENT STRUCTURES.. TODD L. LACHER, P.E.
KRISTOF NADASDI, P.E.
IN EXPANSIVE SOILS WHERE MIN DECK REQMTS N.T.S. g SKIMMER DETAIL N.T.S. g SECTION AT ll'_IGHT N.T.S. 114'0 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 JEFFERY COLLINS, P.E.
EXPANSIVE SOIL DETAILS I ARE NOT MET USE TABLE 1, SCHEDULE 'C° CHRIS BIEDENBACH, P.E.
SHEET:
M STANDARD PLAN APPROVALS: STANDARD POOL p00I Ron Lacher, R.C.E.
CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) SAN BERNARDINO: #B201502720 KERN COUNTY: #213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT) PREPARED IN ACCORDANCE WITH 1201 N. Tustin Ave.
CITY OF ONTARIO: #13201302960 RIVERSIDE COUNTY: #342375 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) THE 2013 CALIFORNIA BUILDING CODE engineering Anaheim, California 92807
SAN DIEGO: MP #351287 ORANGE COUNTY: #SW140089 FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE) Fax: (714)630-6114
SIMI VALLEY: 2013-1 LOS ANGELES COUNTY: #26077-14 VENTURA COUNTY: S.P.A. # 6-2008 (REQ'S PEI 100-VCO)
100
SANTA CLARITA: CITY OF BEVERLY HILLS: #13 Phone: (714) 630-6100
_ _. COPYRIGHT 2015, POOL ENGINEERING IMP
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