HomeMy WebLinkAbout15 Centerboard Ln pool planNOTE: TABLE NO. 1 GENERAL NOTES OWNER
BENCH AND STEP OPTIONS• SLOPE EARTH SURFACE 1/4" PER 1 KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION
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 NDERRIVERTICABBARS.AY BE
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 STRUCTUPAL 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.
BASK GRID #3 1500 #/FOOT MAX.
TABLE 1 TABLE 5 COPING
�� BARS M t2' O.C. ,. BOND BEAM
A TABLE TABLE TABLE WATER SURFACE. DRAIN SEE DETAIL #1 & #12.
DECKING. MINIMUM APPROX. 3" BELOW
WIDTH PER LOCAL B F F G BOND BEAM. -
BUILDING CODE C
M J 4 3'-0" MIN.
m COPING "' ¢ p
w I I F
NO R.B.B. a o^ �_ _ 3" f5 ,n Q
a -i---i i Ln ...r =if c - - CLR.r-
1_ i I I N o BENCH/STEPS _ j - -- � cr
m T� a SEE OPTIONS ( 1 i � to w r`c
c o ABOVE 1JI 1 i,/ UNDISTURBED SOIL I o rn
in a I 1� N F 1500 PSF MIN. TO
r T - J BEARING VALUE._--__--
i I r
Z
N INFLUENCE LINE
_ ( - FOR FOOTING 'C' SHOTCRETE COVER Jai <vc
WATER I I SURCHARGE TO BE CHANGED •G ��4� �Q0
LIGHT WATER
UNIFORMLY.
SEE TABLE 1
DETAIL #10. ( ADD #3 ®12" O.C.
5 A LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY- _
•' • • FOR EXP. SOILS VARY, LOCATE STEEL
3" CLR FROM EARTH`-+-
TYP FLOOR -
GE CONDITION•
STEEL BASKET IS NOT REQUIRED I 6" THICK MIN. SHOTCRETE (GUNITE) � VERTICAL STEEL. 24" MIN
DRAIN PIPE SHALL NOT W/ #3 BARS 12" O.C. USE TABLE 1 SCHEDULE 'D', SEE TABLE 1
BUILDING SURCHARGE WHEN =U EXTEND WALL
( ) M
!/
INTO GUNITE SHELL EACH DIRECTION
ENCROACH N SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR.
CIRCULATION DRAWS: 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 CIRCULATION DRAWS PER PUMP, HYDROSTATIC VALVE AND ROCK ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL
COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING
5"
NON -EXPANSIVE
EXPANSIVE
NO DECK/11IGH EXP.
BUN.D'G SURCHARGE
A
B
C
D
711 --
(3) 13 BARS
t
(4) /3 BARS
io
(4) #3 BARS
E.F.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
45 P.C.F.
D
R
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
C
VERTICAL
STEEL
310'
V-0"
"Vj#3"
3
#3
3"
#3 ® 12"
3" #3 ®12"3
4
5"
6"
1 -0'
J4'0'
1'-0'
33
33
4"
4'6"
1'-0'
510'
V-6"
3" 6"
4" 6"
5"
#3 ® 6"
- - -
-
-
-
5" "
51
5�%'
6�/z -
71
( Im'
8'%
56'
2'-O"
4' -
4 -
6"
weL9_
6"
5"
5'0'
2'-6"
3" - -
6'
6'6"
3'-0'
3" -
7"
7'0'
7'6'
3'-6"
4'-0"
3" �
3"
8"
8,h
8'0"
4'-6"
8'6"
5'-O"
INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH
MAY VARY, SEE STRUCTURAL NOTE #12) EXPANSIVE SOIL
0' IS DISTANCE DOWN
1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING
POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND STRUCTURES.
2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING ON
INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS
STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS, SHOULD SITE CONDITIONS
VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY
OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC AND OBTAIN APPLIC
CIABLE
SPEAL FN('INFFRING DETA6,S PRIOR TO CONSTRUCTION EXPANSIVE SOIL DETAILS ARE VALI(? ONLY
FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC,RECOMMENDS �lAT THE
OWNER OR CONTRACTOR OBTAIN A SOILS REPORT
3. THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN
BELOW W FIGURE 18 APPLY (PER 2012/2015/2018 IBC SEC. 1808.7.3).
4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON- STRUCTURAL
ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND
POOL GEOMETRICS.
5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT
DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION,
6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL
BUILDING CODE AND LOCAL ORDINANCES.
7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC
STANDARDS AND/OR LOCAL CODES.
8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
9. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE
DEVICES FOR THE DISABLED.
10. CONTRACTOR OR OWNER MALL VERIFY ALL HELD CONDITIONS & DIMENSIONS AT JOB SITE.
11. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL
COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE
AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS
12. IN ACCORDANCE WITH IBC, A SITE SPECIFIC SOILS INVESTIGATION MAY BE REQUIRED FOR PROJECTS
LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F.
13.WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO
THE POOL STRUCTURE, PLUMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR
PROPER WINTERIZATION PROCEDURES.
ELECTRICAL AND PLUMBING
ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE (NEC).
1. IN ACCORDANCE WITH NEC SECTION 680.26, ALL METAL WITHIN 5 HORIZ. OF INSIDE WALL OF POOL
AND 12' VERT. ABOVE WATER LINE MUST BE BONDED VIA EQUIPOTENTIAL BONDING GRID. BONDING
GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ BEYOND INSIDE WALL OF POOL
CONCRETE REINFORCING TIE WIRES SHALL BE MADE TiGHT FOR BONDING PURPOSES.
2. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT.
3. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE
WITH LOCAL REGULATIONS.
4. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM.
5. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
IC
2.DO NOT TURN ON LIGHT WHEN POOL IS EMPTY.
3.DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS THE PLASTER).
GLAZING IN HAZARDOUS LOCATIONS
GLAZING SHALL COMPLY WITH 2O18/2015/2012 IBC SECTION 2406.4.5 INCLUDING LOCALLY
ADOPTED AMENDMENTS.
1. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUB
AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
A: THE BOTTOM EDGE OF THE GLAZING ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHE:
ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND
B. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING
POOL OR SPA.
ENCLOSURES AND SAFETY DEVICES
1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' MIN. HIGH
FENCING & GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE SELF -CLOSING &
SELF -LATCHING WITH LATCH A MIN. OF 4' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE
LOCAL CODES SHALL PREVAIL.
2. MEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WITH IBC SECTION 3109
INCLUDING LOCALLY ADOPTED AMENDMENTS.
3. ENTRAPMENT AVOIDANCE SHALL COMPLY WITH THE INTERNATIONAL SWIMMING POOL AND SPA
CODE AND ANSI/APSP-7.
SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR
SPA. SINGLE -OUTLET SYSTEMS, SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS, OR OTHER
SUCH MULTIPLE SUCTION OUTLETS WHETHER ISOLATED BY VALVES OR OTHERWISE SHALL BE
PROTECTED AGAINST USER ENTRAPMENT. ALL POOL AND SPA SUCTION OUTLETS SHALL BE
PROVIDED WITH A COVER THAT CONFORMS TO ASME A112.19.8M.
IN ADDITION, ALL POOL AND SPA CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH AN
ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR
BROKEN. SUCH VACUUM RELIEF SYSTEMS SHALL INCLUDE AT LEAST ONE APPROVED OR
ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOWS- 1. SAFETY VACUUM
RELEASE SYSTEMS CONFORMING TO ASME A112.19.17S; OR 2. APPROVED GRAVITY DRAINAGE
SYSTEM.
IN ADDITION, SINGLE- OR MULTIPLE -PUMP CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A
MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE. A MINIMUM HORIZONTAL OR
VERTICAL DISTANCE OF 3 ET FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS
SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A
VACUUM -RELIEF -PROTECTED UNE TO THE PUMP OR PUMPS.
IN ADDITION, WHERE PROVIDED, VACUUM OR PRESSURE CLEANER FITTiNG(S) SHALL BE LOCATE
IN AN ACCESSIBLE POSITION(S) AT LEAST 6 INCHES AND NOT GREATER THAN 12 INCHES
BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S)
ANTi-ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY
BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T"
MASONRY SCREEN OR GARDEN
WALL DOES NOT REQUIRE
WALL (RAISED OR NOT RAISED),
BUILDING FOOTING
FROM TOP OF POOL WALL SURCHARGE
6. POOL/SPA WATER HEATER AND GAS PIPING INSTALLA110N TO BE IN CONFORMANCE WITH THE B .
7. CONTRACTOR IS ADVISED TO REFER TO THE INTERNATIONAL POOL AND SPA CODE AND ANSI/APSP-7
GEOTECHNICAL NOTES:
FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
SURCHARGE DETAIL)
* IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL
BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS)
FOR PROPER INSTALLATION OF THE POOL CIRCULATION SYSTEM SUCTION OUTLETS.
8. WHERE REINFORCING STEEL IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS SHALL
POOL ENGINEERING INC. (PEI) STRONGLY SUGGESTS THAT THE PROPERTY OWNER AND/OR
ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD OTHERWISE
POOL CONTRACTOR CONSULT WITH A GEOTECHNICAL ENGINEER/ENGINEERING GEOLOGIST TO
TYPICAL LONGITUDINAL SECTION
N.T.S.
2
STANDARD WALL SECTION
N.T.S.
1
BE PROVIDED BY BONDED REINFORCING STEEL
STRUCTURAL NOTES
OBTAIN A SOILS AND/OR GEOTECHNICAL ENGINEERING REPORT FOR THE PROPERTY ON
WHICH THE POOL IS T BE CONSTRUCTED. IF A GEOTECHNICAL ENGINEERING REPORT WAS
PROVIDED TO PEI, THE DETAIL SHEETS PROVIDED BY PEI ARE BASED ON THE REPORT. IF
i. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST
A SOIL REPORT HAS NOT BEEN PROVIDED TO PEI, THE PLANS AND DETAILS PROVIDED BY
PEI ARE BASED ON INFORMATION PROVIDED THE OWNER/CONTRACTOR AS WELL AS THE
UNDISTURBED SOIL OR SOILS ENGINEER APPROVED 907. COMPACT FILL THIS PLAN IS NOT SUITABLE
ALLOWABLE PRESUMPTIVE SOIL PARAMETERS PROVIDED IN THE REFERENCED BUILDING CODE.
TOP OF TOE OF SLOPE OR OTHER
SPECIAL DETAIL REQUIRED SLOE SURCHARGE CONDITIONS
NOTE:
WHEN ACTUAL SITE CONDITIONS EXCEED
PROVIDE ADEQUATE DRAINAGE
TABLE NO. 5 RAISED BOND BEAM
WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER
POOL, SUCH AS CUT -FILL TRANSITIONS.
fi IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO CAUSE
WHEN LESS THAN 10'
THE LIMITATIONS BELOW OR ADDITIONAL
BEHIND POOL WALL
2 ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3
(SEE GENERAL NOTES #3) SURCHARGES NOT COVERED BY THIS BOND BEAM PER
PLAN ARE PRESENT, ADDITIONAL DETAILS #1 & #12 M ? 1/4' PER
__ _ __14 SURCHARGE DETAILS ARE REQUIRED. FOOT.
SPECIAL DETAIL REQUIRED
WHEN LESS THAN POOL DEPTH OR H/4 X m w (1) #3. B) TOP
; `t a m F-WATERPROOFING RECOMMENDED.
�,, (7.5 MAX. H/4) .� � z
SPECIAL DETAIL REQUIRED. ^ HORIZ. STEEL w z
WHEN LESS THAN H/6 {� <o c � m I - 6" C.M.U. W/
(10' MIN., 20' MAX.) L' BARS 12" O.C. C-4 a #3 VERT. BAR M 24' O.C.
,- � � ,;. .-• , _- 1 SOLID ROUT.
ALTERNATIVE BOND�I-
PER I.B.C. SECTION 1808.7.3 BEAM LOCATION TWATER m ~ BOND BEAM
VERT. STEEL LINE. VERTICAL STEEL W/
ADDITIONAL SPECIAL DETAILS TABS 5, 24" MIN. EMBED.
SURCHARGE CONDITIONS N.T.S. REQUIRED FOR CONDITIONS ABOVE SgiEDULES E, F OR G
3' TIP. HORIZ. STEEL
3
1- REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY CLR.
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (APSP) CLR.
CID
o BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES:
a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE
APPROPRIATE WALL CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC, 2103, AND
a SCHEDULE
1500
� ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm psi.
o a *=J7a 2. GROUT SHALL CONFORM TO IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. SEE IBC
c POOL FLOOR THICKNESS TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS.
CID tin co MAY VARY TO ACHIEVE ii`oo 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO IBC SEC. 2103
DESIRED WATER DEPTH. -- -- -- li & ASTM C 270. SEE IBC TABLES 2103.8(1),(2) FOR PROPORTION AND PROPERTY
NON -EXPANSIVE
EXPANSIVE
NO DECK/HIGH EXP.
E
F
G
EF.P.
30 P.C.F.
45 P.C.F.
62.4 P.C.F.
D
C
VERTICAL
STEEL
C
STEEL
VERTICALN5-
VERTICAL
STEEL
3'6'
3
3
#3 "#3
3
3e
® 12"
4'0"
4'6"
3'
5'0'
3' - - 6"
3 ' -
-
3% 6"
4"
-
5"
#3 0 6'
6"
610.
7"
fi 6'
8"
7'0'
5"
6' 4"
6"
7
1 "v'
11"
11*
8"
#3
® 3"
7, 6'
S'iz
8'
8'0"
6
7 " -
I �
9"
9"
8W
8 6'
g'0'
9,6"
9'{h'
1OW
10'O'
q12
11'0"
BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24, MINIMUM CLEARANCE BETWEEN
THE GEOTECHNICAL ENGINEER/ ENGINEERING GEOLOGIST TO CONFIRM THAT THE PLANS AND
THE DETAILS PROVIDED BY PEI MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE
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
GE0IECHNfCAL ENGINEERING REPORT.
THAT IF #4 BARS ARE USED FOR THE BASIC GRID, ME 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 SPECIFIED AT ANY GIVEN POINT IN THE POOL
STRUCTURE.
5. GROUNDING/BONDING (PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE) OF
THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH 2O18 IBC SECTION 1908 (2015 IBC SECTION 1908,
2012 IBC SECTION 191G, 2009 IBC SECTION 1913) & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF Z,500 PSI AT 28 DAYS.
-
7. WHERE APPLICABLE, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH ACI 318 CHAPTER 4,
I''.,
DURABILITY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING, DEICING
CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.2.1 AND 4.3.1.
�•
CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED IN
'
ACCORDANCE WITH ACI 318 TABLE 4.4.1. CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING
-w
EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENT111OUS MATERIALS
r
_
DILL, iN
RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318,
i IG%r 1.
SECTION 4.21• CONCRETE INTENDED TO HAVE LOW PERMEABIUTY WHERE EXPOSED TO WATER,
CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOST CONDITION OR DEICER CHEMICALS, OR
I- -
F ' 1 i , $
L L� l�
CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING
i)
CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES..
i CEMENT SHALL CONFORM TO IBC SECTION 1903.1, ACI 318 SECTION 3.2, & ASTM C 150.
9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.2.1
FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL
10. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
11. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER -PROOF SURFACE,
12-FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN
INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET.
13.IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST -HEAVE, THE FOLLOWING REQUIREMENTS APPLY:
a.iN ACCORDANCE WITH IBC SECTION 1809.5, THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR
PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY.
b. ALTERNATIVELY, WHERE DAMAGE TO THE POOL STRUCTURES, PLUMBING, ADJACENT STRUCTURES
AND SURFACE IMPROVEMENTS IS A CONCERN, SELF -DRAWING GRANULAR BACKFILL MAY BE
EXTENDED BELOW THE FROST -LINE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER.
SPECIFICATIONS.
777,
SEE STRUCTURAL NOTE
SHALLOW FEATURES - ..rrj NOTES MAINTAIN 18~ MIN. EMBEDMENT INTO NTS. 4 RAISED BOND .BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6
UNDISTURBED OR 90X COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS,
NOTE: BOND BEAM PER TABLE r 9" & LARGER BRICK OR PRECAST IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES
SPA AIR -LINE NO. 1 & DETAIL 12. �` �` 6--8 2' �� 2 9 1 2" ,/- 3RD AND/OR 4TH OR HIS DESIGN
N ARE T THAT MAY Y INCORPORATED INTO
CONCRETE COPING. �-
# � I / THIS DESIGN ARE THE PROPERTY SOLEY OF POOL
MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID
4-L' MIN.
INTO SPA BOND `r i - -' LEVEL TOP OF GUNITE REQ'D. FOR EXPANSIVE SOILS. I MAY VARY TO COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
BEAM. MAINTAIN X z , ; (2) #3 , (4) #3 BARS PER DETAIL 1 PROVIDE 2 1/2" IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR
o " __ , W/ GROUT & PLACE #8
1" CLR. TO REINF. ¢ ` ' BARS. 5 FELT OR 4 MIL DECKING f-- ELECTRICAL 'J' BOX, ' CLR. BETWEEN COPIES THEREOF TO BE MADE COPIED OR ALTERED BY
I 6" #1 ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE
b N 1" MIN. CLR. VISQUEEN ON TOP. 8" MW. ABOVE DECK, 'WATER PARALLEL BARS. AUTHORIZED PITH THE EXPRESSED WRITTEN PERMISSION
I THICK ¢ #3 BARS I COPING FINISH BOND BEAM W/ (4) #3 BARS co
13" SPA LIGHT 12" O.C. �, AROUND ALL #3 BARS 12" E-- LINE OR FLOOD LINE WHICH GRADE PfR DETAIL #i & #12. DECKING. OF POOL ENGINEERING, INC. BY THE USE tR 1Hls PLAN,
PIPES. THE USER ACKNOWLEDGES THAT HE HAS READ &
EA. WAY. EVER IS GREATER. I TILE
4 o --- _. O.C. EA. WAY. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
SKIMMER BOND BEAM PER TABLE NO. 1.
EQ. EQ. � WATER 'C HOER
WATER COVER. W _ = PLUMBING MAY BE LOCATED
REINFORCING PER DETAIL #10. 6 LINE. LAP LINE. (2) #3 BARS WW Z 2 1/2' IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL CALLS BY: A.J.C.
�� 13 COMPACTED MAINTAIN 1' CLR. TO REINF. 3" BARS MAY BE OVER OR
MIN. �� z L, Q ci UNDER VERTICAL BARS.
NOT REQUIRED 1F 6 MiN. BEND ��� z S FILL C� X N G� DRAWN BY: T.L.L.
CLEAR PROVIDED 5" MIN. ----j= BOND �� I S �' n <n
24 MIN. LAP rz AROUND ALL m BEAM J °O ii \9llp� o z
INTO SPA FLOOR #3 BARs _ - X \ �Fti I 3 PRECAST COPrNG OR BRICK ,� CHECKED BY: R.L.L.
CIRCULATION DRAINS: =� • " UNDER `:,. o
OR POOL WALL 12 O.C. N (2) #3 'Z' BARS SKIMMER. ¢ \ O ' MAN' ¢ ac
PROVIDE (2) ANTI -VORTEX CIRCULATION DRAINS PER PUMP, #6 COPPER _ p�A , 6 = m Q = (2) #3 BARS F U 4J' E ONLY LY AT
COVERED WITH APPROVED A.SM.E. ANTI -ENTRAPMENT GRATES, EA. WAY. GROUND WIRE ����
THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY L , o \ N a
PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE DAM WALL 6" "DAM - LAP INTO SPA REINF. SECTION AT SKIMMER N.E.C. APPROVED---- .}�� L-' / �F \� - - cO o BEND VENEER.
PLUMBED 15 Centerboard Ln
- _ __-_ ._ __.,_-
SEPARATED BY THREE FEET IN ANY DIMENSION. SEE HORIZ. BAR < 12 DAM - LAP INSIDE BARS INTO SPA REINF, CONDUIT. LNSFIXTURE Fq _ _ 45'VERSTEEL `
ELECTRICAL AND PLUMBING NOTE 7. LAP SPLICE: ! - LAP OUTSIDE BARS INTO POOL REINF. 24" 6, RECE�p F'�O - 45' OR 90'. South Yarmouth M� 0261
POOL MIN. (2) #3 BARS MI LIGHT. quo Jc' �'� 22-1280 l �\ i_ 11LE
SPA DETAILS MAY BE USED 7 I7 BOND BEAM PER
SPA DETAILS LAP EACH D N TABLE N0. 1. E-PLASTER INN"OF 1*
N.T.S. AROUND NICHE 1'8' MIN. p� `�' `Y9
- FOR SPAS WITHOUT POOLS. 3' LAP
- I`'I` ROCK OR BRICK NOTCH
4'-0" MIN. IMPERVIOUS DECKWOOD LACHEL
6" MIN. DEPTH APPROVED SEALANT = VERT. STEEL ATTACHED PATIO COVERcn
REQUIRED SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER #3 ® 6" O.C.OR
MAX. DEAD +LIVE LOAD = 2000 ib.
3 1Z,PER DRAIN (2) #3 BARS. NOTES: 5'-O' DEEP & BELOW. �2 ROCK ON BOND BEAM. GIST 94
I LEVEL TOP OF BOND BEAM is
1. INSTALL N0. $COPPER Gltl)l1iD WIRE FROM lK;1HT NICHE TO r J I 1 WITH GROUT & PLACE 15# GIST \
a Z a NOTE: - y BRASS CONDUIT CI POOL REEIK Qi NON-IETALLK, HORIZONTAL STEEL � � GALV. SIMPSON POST BASE. i
0
�SATURA110N 77 i 1 PROVIDE CONTROL JOINTS 3" CLR. - /M 5" IN. 13 BARS 0 12' O.C. TYP. , ` I i FELT OR 4 MIL. VISQUEEN ON S/ONAL
-*-- CONDUIT CAN BE USED IM7N MSULITED NO. B COPPER VRE BOND PER ELECTRICAL & � � TOP OF BOND BEAM,
mo WHERE APPROPRIATE. TI TYPICAL INTERIOR W APPROINIM POTiM DA'(W PER', TIE N.E.C. PLUMBING NOTE 2.
RECOMMENDED L / NOTE. Date:9/22/2022
L+ PRIOR TO 2. SWIMMING POOL. LIGHTING IFWPJRES SHALL CMILY Nr nip
--J POURING DECK. 1 PLAN AT SKIMMER APPLICABLE UNOE3iiNRITfRS' tJVBORITORES REaUIREL1ENTs EXTRA REINFORCING EXTEND 3 1/2" MIN. CONC. DECKING = MASTIC
6" REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTEIG FiX1MT U.L STAIID4IRD 676. 24 MIT. EACH SIDE OF RAMP• TILE PLAN VALID ONLY WITH WET
OTHER EXP. MATERIAL, CONCRETE SHALL STAMP & ENGINEERS SIGNATURE
FOOTING RECOMMENDED BOND BEAM OR CANTILEVER CONCRETE IN RED INK ON PLAN,
TOUCH COPING NO
T OU � 0
FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. AUTHORIZED SIGNATURES:
TODD L LACHER, P.E.
EXPANSIVE SOIL DETAILS �'AR EXPANSIVE SOILS NOT MET sLE;,MSCH°�LER �Ts N.T.S. g SKIMMER DETAIL N.T.S. g SECTION AT LIGHT N.T.S. 10 FREESTANDING POOL WALL 11 BOND BEAM DETAILS N.Ta. 12 CHRIS BIEDENBACH, P.E.
SHEET:
pool 1201 N. Tustin Ave.
V'TA DA R D P 0 \.% L PREPARED IN ACCORDANCE WITH Anaheim, Califomia 92807
2018 INTERNATIONAL BUILDING CODE engineering Fax: (714) 630.6114
STRUCTURAL PLAN Phone: (714) com 00
www.pooleng.com 1 UU
COPYRIGHT 2019, POOL ENGINEERING INC.
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