|
BENCH AND STEP OPTIONS:
<br />1.
<br />2.
<br />UND!
<br />WATI
<br />UGH
<br />DET0
<br />STER
<br />DRAIA
<br />ENCR
<br />aRCL
<br />PROV
<br />ANn-
<br />ANS,
<br />BALAI
<br />FITTIN
<br />ANY I
<br />TYF
<br />1
<br />wi -vin.wl i ni.--.%IM-W
<br />WHEN LESS THAN H/6
<br />(10* MIN., 20' MAX.)
<br />UNDISTURBED EARTH WAY BE LEFT IN PLACE TO FORM THE SlEPS OR BENCHES. RONFORONG STEEL
<br />SHOULD BE PLACED AROUND THE STEP OR BENCH S
<br />THE EARTH MAY BE REMOVED AND BENCHES AND ST O WITHIN
<br />THE STRUCTURAL POOL SHELL REINFORCING AT THE I
<br />TABLE 1
<br />r- DECKING. MINIMUM 4/ WIDTH PER LOCAL
<br /> BUILDING CODE.
<br />In DRO
<br />1% . 11-
<br />r
<br />ER- .
<br />ER
<br />r PEE
<br />JL #1
<br />- I
<br />.
<br />. BASKET IS NOT REQUIRED -
<br />1 PIPE SHALL NOT
<br />OACH INTO GUNITE Slial-
<br />ILATION DRAINS:
<br />IDE (2) SUCTION OUTLETS PER PUMP, COVERED MTH
<br />·ENTRAPMENT GRATES, AS SPECIFIED IN THE
<br />'APSP-16 STANDARD, THAT ARE HYDRAUUCALLY
<br />NCED AND SYMMORICALLY PLUMBED THROUGH '7 .
<br />IGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
<br />DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
<br />'ICAL LONGITUDINAL S
<br />SPEOAL DETAIL REQUIRED TOP OF
<br />WHEN LESS THAN 10'
<br />-»-1- .
<br />f /
<br />SPEGAL DETAIL REQUIRED
<br />- WHEN LESS THAN POOL DEPTH OR H/4
<br />(Dr,NAI nr·rAIi orningrn (7.5' MAX. 11/4)
<br />W */IWIWI
<br />11
<br />1
<br />l
<br />r I
<br />0.
<br />i< CrrADT Ann
<br />3257 i!- -
<br />1 i 1 1 bm M
<br />HAPED EARTH (3" CLEAR FROM EARTH).
<br />EPS MAY BE FORMED OF SHOTCRETE (GUNITI
<br />SURFACE OF THE BENCHES AND STEPS IS O
<br />-BASIC GRID #3TABLE 5
<br />BARS 012* O.C
<br />WATER SURFACE
<br />APPROX. 3" BEL
<br />BOND BEAM.
<br />a *f%%A*MU
<br />g BENCH/
<br />h < SEE OP| v N ABOVE
<br />1!301
<br />TUDIN
<br />:XP. S
<br />i ir. i ....In
<br />6" IHICK MIN. SHOTCRETE (GUNITE)
<br />W/ #3 BARS 0 12* 0.C.
<br />EACH DIRECTION
<br />IN HIGH WATER TABLE, INSTALL
<br />HYDROSTATIC VALVE AND ROCK
<br />PACK AT LOW POINT.
<br />ECTION
<br />TOE OF SLOPE OR OTHER
<br />SURCHARGE CONDInONS
<br />(SEE GENERAL NOTES #3)
<br />A
<br />TABLE TABLE TABLE
<br />1 1 -9OXEX81
<br />5110NAL r-WOOD FRAME BUILDING
<br />1500 #/FOOT MAX
<br />:000*/41* W.R.I.1- 7
<br />' 3'-0» MIN.'
<br />JCOPING
<br />Gunj /0,31 1 17
<br />J I 'R I1r . ,1 L.INFLUENCE UNE
<br />FOR FOOTING
<br />SURCHARGE
<br />C /
<br />20.C.--»Pr
<br />L O TRANSITION
<br />MLS.
<br />SURCHARGE CONDI"ON: -
<br />USE TABLE 1 SCHEDULE 'D',
<br />(BUILDING SURCHARGE) WHEN
<br />SETBACK TO BUILDING FOUNDAHON
<br />'Vlf IS LESS THAN POOL DEPTH.
<br />(6' HIGH MAX. FREESTANDING
<br />MASONRY SCREEN OR GARDEN
<br />WALL DOES NOT REQUIRE
<br />SURCHARGE DETAIL)
<br />NOTE:
<br />WHEN AC1UAL. SITE CONDITIONS EXCEED
<br />THE UMITAMONS BELOW OR ADD!11ONAL
<br />SURCHARGES NOT COVERED BY THIS
<br />PLAN ARE PRESENT, ADDITIONAL
<br />SURCHARGE DETAILS ARE REQUIRED.
<br />1
<br />i
<br />LONGI
<br />FOR i
<br />TVO ...0
<br />SLOPE EARTH SURFACE 1/4* PER
<br />FOOT OR SLOPE DECKING 1/8» TO
<br />1/4* PER FOOT AWAY FROM POOL
<br />DRAIN
<br />4{tTI + r -n
<br />%59 1 3:·
<br />CLR.
<br />tuNDISTURBED SOIL
<br />1500 PSF MIN.
<br />BEARING VALUE.-7
<br />\4 1
<br />'C' SHOTCRETE COVER '
<br />TO BE CHANGED
<br />UNIFORMLY.
<br />SEE TABLE 1
<br />ACTUAL DIG UNE MAY·->
<br />VARY, LOCATE STEEL
<br />3* CLR FROM EARTH
<br />VERTICAL SIEEL
<br />SEE TABLE 1
<br />HORIZONTAL STEEL.
<br />#3 BARS 0 12" 0.C.
<br />ADDITIONAL BARS BEGIN AT 5'-0'
<br />WALL (RAISED OR NOT RAISED).
<br />* IF POOL WALL HEIGHT DOES NOT I
<br />BARS ARE REQUIRED. (DOES NOT
<br />STANDARD WAI
<br />BOND BEAM PER
<br />TABLE #1 & DETAIL #12
<br />HORIZ. STEEL
<br />BARS @12* O.C \=iD
<br />NOTE:TABLE NO. 1
<br />BOND BEAM HORIZONTAL BARS MAY BE
<br />OVER OR UNDER VERTICAL BARS.NON-EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BULD'G SURCHARGE
<br />TYPICAL INCLUDING ALL SPECIAL DETAILS.
<br />APPROVED SEALANT RECOMMENDED (PER
<br />DETAIL #8). REQUIRED W/ EXPANSIVE SOIL
<br />COPING
<br />DOND BEAM
<br />SEE TABLE #1 & DETAIL #12.
<br />J • I
<br />4 I .(4) #3 BARS. (4) 13 BARS.WAxARA#Ag#W?WWW MAAA##Ah' 1*ASAA• *
<br />g E.F.P.30 P.C.F.45 P.C.F.62.4 P.C.F.45 P.C.F.
<br />CI]
<br />VERTICAL VERTICAL -VERTICAL VERTICAL
<br />4 DRCSTEEL C STEEL v STEEL C STEEL5 '5
<br />2 300» 1'-0" 3* #3@12" 3" #30 12® 3" #3@12» 3* #30 12
<br />15 , a
<br />3.3.3.
<br />------e -h»-- il- le»N «w,» I
<br />401 1'-00 3»3.4»4"
<br />f & M A$e.4 * n" ./rlz"
<br />CO
<br />..
<br />14 1 -» MIN.
<br />ND WALL
<br />Mu,r. INTO FLOOR.
<br />(30' MIN. FOR TABLE 5G)LINDICATES TYPICAL RADIUS (ACTUAL RADIUS |-NO DECK OR HIGH
<br />MAY VARY, SEE STRUCTURAL NOTE #11)EXPANSIVE SOILFROM THE TOP OF THE POOL
<br />'D' IS DISTANCE DOWN BUILDING FOOTING -
<br />EXCEED 5'-000 THEN NO At)DInONAL FROM TOP OF POOL WALL SURCHARGE (IN COUNTY OF
<br />APPLY TO SUPPLEMENT DETAILS)LA. USE DETAIL 271-60)
<br />-L SECTION ORANGE SPECIAL NOTES» REGARDING DESIGN E.F.P. FOR POOLS.
<br />IN THE COUNT( OF ORANGE REFER TO "UNINCOPORATED COUNTY OF N.LS.
<br />PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM
<br />BEHIND POOL WALL -71 NON-EXPANSIVE EXPANSIVE NO DECK/NIGH EXP.
<br />E F G
<br />& I .-Th- 63 * o Top ES.P.30 P.C.F.45 P.C.F.61.4 P.C.F.
<br />*co Cm 2-2 *-WATERPROOFING RECOMMENDED. D C VER11CAL C VERTICAL C VERTICALSTEELSTEELSTEEL$3 82 . ik- 6" C.M.U. W/3'60 3* #3@12» 3" #30 12" 3* #3@12"-i #3 VERT. BAR @ 24» O.C../ 5/6 ' 'f MI In f.,DAPIT 4'0" 3" 1 3"-7- 4.1.Aw 4'.V'.1
<br />A B
<br />(3) #3 BARS.(4) #3 *ERS.
<br />C D
<br />t
<br />1.6 +24
<br />EXTE
<br />r.,-i,ir
<br />40 V V
<br />500" 1'-6" 3* #306" 4* #3 06" 5" #306'0 5* #3@ 4
<br />56' 2'-0" 3"4"5*514"
<br />6'0* 2'-60* 3*5%*
<br />6'6* 3'-0" 3"4%"6%"
<br />7'0" 30-6" 3»5.8"7%.
<br />76» 4'-00' 3'®5%»8%"8%"
<br />-+ 800" 4'-6- 3*6*
<br />806* 5'-0* 3*V 6"
<br />N.T.S.
<br />V.
<br />\ SLOPE
<br />14 • '22 1 1/4* PER
<br />1 FOOL
<br />Z
<br />GLAZING IN HAZARDOUS LOCATIONS
<br />WHEN REQUIRED BY RE BUILDING OFFIGAL GLAZING SHALL COMPLY WITH THE CBC SECTION
<br />2406.4, INCLUDING LOCALLY ADOPED AMENDMENTS.
<br />1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZ1NG WHEN
<br />ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
<br />A. THE BOTTOM EDGE OF 1}IE GLAZING IS LESS lHAN 60* ABOVE ANY STANDING OR
<br />WALKING SURFACE.
<br />B. THE GLAZING IS 1HIN 5 FEET OF A SWMMING POOL OR SPA DECK AREA®
<br />CONTINUOUS SHOTCRETE INSPECTION
<br />WHERE REQUIRED ALL PNEUMATIC CONCREIE PLACEMENT SHALL BE INSPECTED BY A SPEaAL
<br />INSPECTOR IN CONFORMANCE Wll}i CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT
<br />INDICAnNG COMPUANCE WITH IHE PLANS AND SPECIFICAnONS. IHE FOLLOWING AGENCIES
<br />AMONG 01HERS REQUIRE CONTINUOUS INSPECTION:
<br />A. THE aTIES OF: BEVERLY HILLS, COSTA MESA, CULVER aTY, CYPRESS, FUUERTON,
<br />HERMOSA BEACH, IRVINE, NEWPORT BEACH, LA HABRA, LA PALMA, LAGUNA HILLS
<br />LAKE aSINORE, LONG BEACH, LOS ALAMITOS, MISSION VIEJO, NORCO, SEAL BEACH,
<br />STANTON, lUSTIN, VILLA PARK, WESTMINSTER, MORENO VALLEY, BalflOWER, YORBA
<br />UNDA, SAN DIEGO, SOUTHGATE & ONTARIO (FOR SPECAL CASES).
<br />11TLE 24
<br />1. PUMPS SHALL BE SZED PER SEC110N 150(p) OF IHE LA1EST ADOPED EDI110N OF THE
<br />BUILDING ENERGY EFFICENCY STANDARDS.
<br />Z A LENG11-1 OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 MPE DIAMETERS SHALL BE
<br />INSTALLED BEFORE THE PUMP.
<br />3. ALL ELBOWS SHALL BE SWEEP ELBOWS.
<br />4. MANDAmRY REQUIREMENTS FOR POOL & SPA HEAENG SYSTEMS & EQUIPMENT:
<br />4.1. SYSTEM IS CERTIFIED wl}1: THERMAL. EFFIaENCY lHAT COMPUES WITH 11·IE
<br />APPUANCE OFICIENCY REGULA"nONS, READILY ACCESSIBLE ON-OFF SWITCH,
<br />WEATHERPROOF OPERANNG INSTRUCMONS ON ENERGY EFFICENT OPERATIONS, NO
<br />ELECTRIC RESISTANCE HEATING AND NO PILOT U@IT.
<br />4.2. SYS1EM IS INSTALLED WITH:
<br />A) AT LEAST 36" PIPE BETWEEN FILIER & HEATER FOR FUTURE SOLAR HEATING.
<br />B) COVER FOR OUTDOOR POOLS OR OUWOOR SPA.
<br />4.3. POOL SYSTEM HAS DIRECTIONAL INIETS & A CIRCULAHON PUMP 11ME SWITCH TO
<br />PERMIT OFF PEAK OPERAllON.
<br />FENaNG AND BARRIERS
<br />1. PRIOR TO FILLING, THE POOL- AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.
<br />HIGH FENCING & GATES IMTH NO OPENINGS GREATER THAN 4". GATES TO BE
<br />SaF-CLOSING & SaF-LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GAS
<br />1HR0UGH FENaNG SHALL OPEN AWAY FROM lHE POOL MAXIMUM VERTICAL CUEARANCE
<br />FROM GROUND TO POOL FENaNG SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM
<br />LOCAL. CODES, THE LOCAL CODES SHALL PREVAIL
<br />2. WHEN REQUIRED BY lHE BUILDING OFFICIAL. BARRIERS SHALL COMPLY V#1111}IE CBC
<br />SECTION 3109, INCLUDING LOCALLY ADOPlED AMENDMENTS.
<br />A. IN IHE COUNlY OF LOS ANGEES. BARRIERS REQUIRED BY CHAMER 11.50 OF IHE
<br />LOS ANGELES COUNTY HEAUH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL
<br />BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWMMING
<br />POOL SITE PLAN.
<br />B. IN lHE CITY OF SAN DIEGO FENCES AND BARmERS SHALL COMPLY WITH THE
<br />REQUIREMENTS FOUND IN THE aTY OF SAN DIEGO MUNICIPAL CODE, CHAPTER 14,
<br />ARTICLE 05, DIVISION 03.
<br />COUNTY OF LOS ANGELES SPEaAL NOTES
<br />1. IN 1}IE COUNTY OF LOS ANGE]ES, THE DEPARTMENT OF PUBUC WORKS, BUILDING &
<br />SAFEMAND DEVELOPMENT DIVISION NOlES 1111ED BARRIERS FOR SWIMMING POOL, SPAS,
<br />AND HOT TUBS FOR R-3 OCCUPANCES SHAU BE ATTACHED TO AND MADE A PART OF
<br />THE SITE PLAN.
<br />Z CONSIRUCTION TO BE PER THE LATEST ADOPTED EDINON OF THE LOS ANGELES COUNTY
<br />BUILDING CODE (LACBC).
<br />3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS
<br />THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN
<br />21/2 FEET.
<br />4. ALL POOL. CONSTRUCNON SHALL BE BASED ON AN EQUIVAL.BIT FLUID PRESSURE EQUAL
<br />TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REI'ORT IS SUBMITTED FOR REVEW.
<br />CITY OF SIMI VALLEY SPEaAL NOTES
<br />1. SEE THE ATTACHED *CITY OF SIMI VALLEY RESIDENnAL SWMMING POOL NOTES* FOR
<br />198"·lielie=
<br />POOLS SHALL COMPLY WITH SLOPE
<br />SETBACKS PER CBC SECTION 1808.7.3
<br />ADDITIONAL SPECIAL DETAILSSURCHARGE CONDITIONS -REQUIRED FOR CONDITIONS ABOVE
<br />REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBUSHED BY
<br />AMERICAN NATIONAL STANDARD INST111)TE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP)
<br />BEACH ENTRY STEEL AND SHOTCRETE SHAUOW SHELF (REEF)
<br />(GUNITE) THICKNESS PER
<br />.ev<fek@ APPROPRIATE WALL -4
<br />SCHEDULE..Pe;AFF*d'*A*AKAUNFV,0
<br />J
<br />4 -m- 46. POOL FLOOR THICKNESS --6<'. a4 ¢ 4/ a .4 f. MAY VARY TO ACHIEVE g
<br />44 .4 11= DESIRED WATER DEPTH..Li. «·*...».:·i, w#-•---*
<br />/
<br />4
<br />GENERAL NOTES
<br />1. THIS STANDARD POOL. STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT
<br />PLAN SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY UNE,
<br />SLOPES AND STRUCTURES. IN SAN BERNARDINO COUNTY POOL APPROVED FOR PRIVATE
<br />USE ONLY, A SOILS REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE
<br />POOL LOCATION SHALL COMPLY WITH THE SAN BERNARDINO COUNTY ZONING CODE
<br />Z REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INS'EClED THE STE & ARE
<br />RELYING ON INFORMATION PROMDED BY THE CONTRACTOR OR OWNER TO DEIERMINE
<br />THE ADEQUACY OF THIS STANDARD POOL. STRUCTURAL PLAN FOR THE ACTUAL SITE
<br />CONDITIONS. SHOULD SITE COND111@IS VARY FROM THAT COVERED BY THIS STANDARD
<br />POOL STRUCTURAL PLAN, IT IS THE RESPONSIBIUTY OF THE CONTRACTOR OR THE
<br />OWNER TO NO11FY POOL ENGINEERING INC. AND OBTAIN APPUCABLE SPECIAL
<br />ENGINEERING DETAILS PRIOR TO CONSTRUCnON. EXPANSIVE SOIL DETAILS ARE VALID
<br />ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC.
<br />RECOMMENDS THAT 1}IE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT.
<br />3. THIS PLAN IS NOT VALID Wll}INT ADDITIONAL. SURCHARGE DETAILS WHEN lHE
<br />CONDInONS AS SHOWN IN DETAIL iN APPLY (PER CBC SEC110N 1808.7.3). ALL POOLS
<br />SHALL COMPLY VATH SLOPE SETBACKS PER CBC SECT10N 1808.7.3.
<br />4. THE STANDARD POOL- STRUC1URAL PLAN IS NOT INENDED TO BE APPUCABLE TD
<br />NON- SmUCTURAL ITEMS INCLUDING BUT NOT UMnED TO PLUMBING, ELECTRICAL,
<br />FENaNG, CONCRETE DECKING AND POOL GEOMETRICS.
<br />5. DECKING CONSTRUCnON IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND
<br />DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL
<br />EXPANSION.
<br />6. ALL C0NS1RUCTI0N SHALL. COMPLY Wll}I 1}IE 2013 EDmONS OF THE CAUFORNIA
<br />BUILDING CODE (CBC), CALIFORNIA aECTRICAL CODE GEC), CAUFORNIA MECHANICAL.
<br />CODE (CMC), CAUFORNIA PWMBING CODE (CP4 CALIFORNIA ENERGY CODE: 2013
<br />BUILDING ENERGY EFFICIENCY STANDARDS, 2013 CAUFORNIA GREEN BUILDING
<br />STANDARDS CODI AND LOCAL ORDINANCES.
<br />7. POOLS WriH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL-
<br />GEOMETRIC STANDARDS AND/OR LOCAL CODES.
<br />& SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES.
<br />9. PUBUC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR
<br />ASSISnVE DEVICES FOR THE DISABLED.
<br />10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDmONS & DIMENSIONS AT JOB
<br />SilE POOL- LENGTH, GRADE BREAK LOCATIONS & DEPIH DIMENSIONS AS NOTED ON THE
<br />PLOT PLAN SHALL COMPLY Wl}+ APSP SUGGESTED MINIMUM STANDARDS FOR
<br />RESIDEN11AL POOLS OR APPUCABLE STATE AND LOCAL HEALTH DEPARIMENTS
<br />REGULA110,IS AND MANUFACTURERS RECOMMENDATIONS.
<br />ELECTRICAL AND PLUMBING
<br />1. ALL ELECTRICAL SHALL BE IN CONFORMANCE VITH THE 2013 CEC.
<br />2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
<br />ACCORDANCE WAH CEC 680.26(B). BONDING TO PERIMDER SURFACES SHALL BE
<br />PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2*B) AND SHALL BE ATTACHED
<br />TO THE POOL. REINFORaNG SIEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF
<br />FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL
<br />3. OBTAIN EUECmICAL AND PLUMBING PERMITS ALONG WITH POOL. BUILDING PERMIT.
<br />4. All. EQUIPMENT SHALL BE USED AND INSTAUED PER MANUFACTURERS
<br />RECOMMENDATIONS AND IN ACCORDANCE el LOCAL REGULATIONS.
<br />5. POOLS SHALL BE EQUIPPED NTH A FILTERING SYSTEM & A DRAIN.
<br />6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER.
<br />7. POOL/SPA WATER HEAER AND GAS PIPING INSTAUATION TO BE IN CONFORMANCE
<br />WITH THE CPC.
<br />8. SUCTION OUn.ETS SHALL BE DESIGNED AND INSTAUED IN ACCORDANCE VITH
<br />ANSI/APSP-7 AND 2013 CBC SEC110N 3109.4.4.8.
<br />9. A PRESSURE VACUUM BREAKER BACKFLOW PREVENTER (RP DEVICE) IS REQUIRED ON
<br />All SWIMMING POOL AND SPA FlUERS PER CPC 603.5.21
<br />STRUCTURAL NOlES
<br />1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCREE SHALL BE
<br />PLACED AGAINST UNDIS1URBED SOIL OR BUILDING DEPARIMENT APPROVED 90%
<br />COMPACT FIll THIS PLAN IS NOT SUITABLE WHERE P0TEN11AL EXISTS FOR
<br />DIFFERENnAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL. SUCH AS
<br />CUT-FILL TRANSITIONS.
<br />2 ALL REINFORaNG STE SHALL BE DEFORMED BARS & CONFORM TO AS™ A615 GRADE
<br />40 FOR #3 BARS AND #4 BARS. SPUCES TO BE LAPPED A MINIMUM OF 24: MINIMUM
<br />CLEARANCE BE[WEEN PARALLEL BARS IS 21/t.
<br />3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH
<br />THE EXCEP!10N 1HAT IF #4 BARS ARE USED FOR THE BASIC GRID, 11·IE MAXIMUM
<br />N.T.S.
<br />6
<br />N.LS.
<br />I . W v 64.-F V#%VV ¥*ALTERNATIVE BOND-*- 2*62'W'4 32340AA*vt* .-'r J - BOND BEAMBEAM LOCATION <4 twATER
<br />VERT. SIEEL ./UNE v 90'£(· VERTICAL- STEEL W/
<br />SEE TABLE 5, 24" MIN. EMBED.SCHEDULES E, F OR G ---c 98- TYP. HORIZ, STEEL_1
<br />MASONRY NOTES:
<br />1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED TO WEATHER), TYPE It (NON-MOISTURE
<br />CONmOLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBCABC SEC. 2103, AND
<br />ASTM C 90. All CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psL
<br />2. GROUT SHALL CONFORM TO CBMBC SEC. 2103 & ASTM C 476 IMTH fc=2,000 PSI.
<br />3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHAU. CONFORM TO CBCABC SEC.
<br />2103 & ASTM C 270.
<br />4'6" 3"
<br />500* 3"
<br />5'6» 3*
<br />6'0' 3%*
<br />6*6" 4"
<br />7'0" 5"
<br />7'6" 516»
<br />8'0" 614"
<br />8'6" 7%0
<br />9'0" 8"
<br />9'6" 900
<br />10'0" 9"
<br />11*0" 9»
<br />-- 1- MI- ..1...110.-1...1,-
<br />4,314"
<br />#3-9._fL _314"
<br />4"
<br />5"
<br />6"
<br />-444 -A*
<br />6.
<br />gho. -- -
<br />6.
<br />7"
<br />8"
<br />9"
<br />10"
<br />*a*2. *I=„=M .- 00 -
<br />11*
<br />v 11"
<br />f_3LE
<br />-
<br />- V,tl,lf 4VW
<br />N/
<br />#3--0-41
<br />--
<br />----
<br />---%p Ve-/7
<br />-M>h -;1
<br />5"
<br />5*
<br />6"
<br />7"
<br />8"
<br />8"
<br />8.
<br />834"
<br />10%.
<br />11%"
<br />12"
<br />121/6.
<br />f_9.31
<br />.- V*¥1 -
<br />e+¥A4'*W7v*-V
<br />----
<br />----
<br />SPAaNG IS #4 BARS AT 18" 0.C.
<br />4. THE PLAN TABLES SPEaFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE
<br />OF 111E INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY
<br />GIVEN POINT IN NiE POOL. SmUCTURE
<br />5. BONDING/GROUNDING (PER THE CEC) OF 1}IE STRUCTURAL REINFORaNG MUST BE
<br />INSTAUED PRIOR TO PLACEMENT OF CONCREE.
<br />6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1910 & SHALL HAVE
<br />A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPUCABLE,
<br />SHOTCRETE (GUNITE) TO BE IN CONFORMANCE VITH CBC SECTION 1904 DURABILITY
<br />REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH.
<br />7. CEMENT SHALL- CONFORM TO CBC SECmON 19011, Aa 318 SECTION 3.2, ASTM C 150.
<br />8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE ¥11}1 Aa 318
<br />SEC110N 4.3 FOR CONCREE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL
<br />BUILDING OFFICIAL
<br />9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS
<br />10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WIR A WATER-11GHT
<br />SURFACE
<br />11. FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONIRACTOR OR OWNER
<br />DESIGN INTENT. RADIUS SHALL NOT BE LESS lHAN 1-FOOT AND SHALL NOT EXCEED
<br />5-FEET.
<br />OMIER
<br />1. KEEP SHOTCRETE (GUNIE) DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTAU,AllON.
<br />2. DO NOT TURN ON UGHT WHEN POOL IS EMPTY.
<br />3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL (IT MARKS 1}IE PLASTER).
<br />BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER.
<br />2. THE MINIMUM DESIGN .EQUIVALENT FLUID PRESSURE (EFP) IS 60*PSF/FT (PCF).FOR POOLS
<br />SET IN LEVEL GRADE/LEVEL BACKFU THAT MEET THE CITY C 1 VALLEY SLOPE
<br />SETBACK REQUIREMENTS FOR POOL. PROJECTS THAT DO NOT T OR REQUIRE A SOIL-S
<br />REPORT (CBC TABLE 1610.11
<br />UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES
<br />1. WHERE SITE SPEaFIC SOIL TESIING HAS NOT BEEN PERFORMED:
<br />1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUI\dl4fwID PRESSURE
<br />(EF.P.) OF 100 P.S.F.1.2. ALL CONCRETE IN CONTACT IWTH SOIL SHAU HAVE A MINIMUM *AE&ORESSVE
<br />51RENGTH Fc) EQUAL TO 4,500 P.SI., TYPE V CEMENT ANd W/C RA110 EQUAL TO
<br />0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER A SPECIFICAIONS *'*®TH).
<br />an' OF SANTA CLARITA SPECIAL NOTES.th O 1
<br />CONSTRUCTION MAIRIALS, CONCRETE, PLASTER, DIRT, GRAVEL SAWD; ANC) AaDS AS *It
<br />AS ANY WASH WA1ERS ARE PROHIBIlED FROM ENTERING lNE SIREET, GUTTER, AND STORM
<br />DRAIN SYSTEM PER lHE SANTA CLARITA MUNICIPAL CODE
<br />USE PROPER BEST MANAGEMENT PRACnCES TO PREVENT OR CAPTU.¢MT 8°teUCTIONACTIVITY RUNOFF INTO lHE STORM DRAIN SYSTEM./9 0.. -COUNlY OF SAN BERNARDINO SPEGAL kNOTES of any i
<br />AT 1}IE 11ME OF PERMIT ISSUANCE, A DESIGN FOR SUC11ON OUIZES SHALL BE SUBMI
<br />SEE STRUCTURAL NOTE #1 TO SHOW COMPLIANCE MATH CBC SECnON 3109.4.4.8. 3109.5 AND ANS/APSP-7
<br />SHALLOW FEATURES - tANT18 I. EBCENOSOI L RAISED BOND BEAM N.T.S.NOTES BY THE USE OF THIS PLAN. THE USER ACKNOWLEDGES THAT HE
<br />HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN.
<br />P .028;I
<br />NOlE: ,-BOND BEAM PER TABLE
<br />SPA AIR-UNE I NO. 1 & DETAIL #12. ,MAY BE LOOPED + 1.21 10
<br />INTO SPA BOND E.Iij' 0 BEAM. MAINTAIN * ;
<br />1* CIR. TO REINF. 2 *9, 6.
<br />18 T' THICA UGHT -7
<br />REINFORCING PER DETAIL #10.
<br />NOT REQUIRED IF 60 MIN.
<br />CLEAR PROVIDED.
<br />|U BARS.
<br />+-#3_ BARS 17
<br />. 12" O.C.b.!
<br />EA. WAY.
<br />W4%4'W'WA :
<br />i. 11 WATER
<br />UNE
<br />24" MIN. LAP
<br />9" & LARGER
<br />2":6 C. 2"
<br />•7- i r
<br />tM- (4) #3 BARS
<br />- 40 21* MIN. CIR.-<* 1
<br />AROUND ALL 44
<br />PIPES.0) (i>47#3 BARS ly
<br />k< O.C. EA. WAY.
<br />L WATER6 24* ', ;.,UNE.
<br />1-=
<br />LEVEL TOP OF GUNITE-,
<br />W/ GROUT & PLACE
<br />#15 FELT OR 4
<br />VlSQUEEN ON TC
<br />5* MIN.
<br />AROUND AU-
<br />BRICK OR PRECAST
<br />CONCRETE COPING.91/2'3RD AND/OR el
<br />EXPANSION JOINT & SEALANT -7 1, to 12» .BAR LOCATION
<br />REQ'D. FOR EXPANSIVE SOILS. \1 ' MAY VARY TOPER DETAIL #8 PROVIDE 21/2*4/ CLR. BETWEEN
<br />PARAUEL BARS.
<br />DECKING.-j '4 f TILE
<br />371 - BOND BEAM PER TABLE NO. 1.
<br />PLUMBING MAY BE LOCATED -
<br />IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL
<br />MAINTAIN 1" CIA TO REINF.BARS MAY BE OVER OR
<br />diEZE_ UNDER VERTICAL BARS.
<br />PRECAST COPING OR BRICK +
<br />S,
<br />)Pl E
<br />w#411
<br />/b
<br />1/ 4
<br />EQ.,..EC
<br />, , 6"
<br />c r MIN
<br />MIL Wcul\!INW
<br />IP.COPING
<br />SOMMER
<br />CAVFR
<br />(2) #3 BARS -<
<br />CIRCULATION DRAINS:
<br />PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED VATH
<br />ANTI-ENTRAPMENT GRATES, AS SPEDFIED IN THE 2
<br />ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY
<br />BALANCED AND SYMMETRICALLY PLUMBED THROUGH 7
<br />FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN
<br />ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8.
<br />SPA DETAILS MAY BE USEDSPA DETAILS -FOR SPAS WITHOUT POOLS.
<br />, 4'-0» MIN. IMPERVIOUS DECK
<br />SLOPE 1/80-1/4"
<br />.
<br />4'-0' MIN.
<br />.
<br />nent,i.in f- USED ELECTRICAL 'J' BOX.
<br />-4- r MIN. ABOVE DECK, WATER
<br />5 +- UNE OR FLOOD UNE WHICH
<br />EVER IS GREATER.
<br />f * i 4 ..·.;.·i. 1 -3
<br />* m Wd
<br />7d
<br />/ .1 19 Q94 L.-14,
<br />•+- BEND
<br />BOND
<br />--11Ft' BEAMUNDERf = dfiUR<-]FU- gauuiINTO SPA FLOOR #3 BARS
<br />OR POOL WALL 0 1270.C (2) #3 *TBAR- ......,.-.......ER. '2*
<br />1 EA. WAY.#8 COPPER -
<br />GROUND WIRE
<br />DAM WALL / DAM -LAP INTO SPA RONF.SECTION AT SKIMMER C.E.C. APPROVED
<br />HORIZ. BAR 12" DAM -LAP INSIDE BARS INTO SPA RONF.CONDUIT & GFCI
<br />LAP SPUCE: -LAP OUTSIDE BARS INTO POOL RBNE PROTECTED CIRCUIT
<br />(2) #3 BARS
<br />EACH WAY
<br />AROUND NICHE
<br />' APPROVED SEALANT -
<br />- INSTALL PER MANUFACTURER - -,·r
<br />r- FINISH
<br />GRADE
<br />COMPACTED
<br />FILL-,
<br />2 00<A. //
<br />- BOND BEAM W/ (4) 13 BARS
<br />PER TABLE #1 & DETAIL #12.
<br />4 4
<br />I I
<br />Wil:41*Ak?NAP\+070*9·Fie'%*FIA.'lwf UNI
<br />, 21/2*O- d
<br />CLR.>'3dd
<br />0 @btl
<br />5-, 41 © _.
<br />12'
<br />b
<br />PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATI
<br />IDEAS, DETAILS, NOTES & SPEaRCATIONS EITHER M ;
<br />OR ORIGINALS 1}IEREOF IHAT MAY BE INCORPQR&]ED O
<br />1NIS DESIGN ARE lHE PfIREEm*-SOEEY3*00@Gle
<br />ENGINEERING, INC. PERMISSION..EGRa,N¥'COPIES OF SAID
<br />COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTAHONS,
<br />IDEAS. DETAILS, AND SPEGFICATIONS EITHER ORIGINAL OR
<br />COPIES THEREOF TO BE MADE, COPIED OR AUERED BY
<br />ANY PERSON. BUSINESS, OR CORPORATION MAY ONLY BE
<br />AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION
<br />OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN,
<br />11€ USER ACKNOWLEDGES 11!AT HE HAS READ &
<br />UNDERSTANDS ALL OF 1}IE NOTES INCLUDED HEREIN.
<br />CALCS BY: A.J.C.
<br />DRAWN BY: T.L.L
<br />CHECKED BY: R.LL
<br />N.T.S.
<br />PER FOOT /31/2»1 4-
<br />4
<br />-=922 r :VI< NOTE:(21.SATURAEN *r PROVIDE CONTROL JOINTS
<br /> RECOMMENDED WHERE APPROPRIATE.
<br />&! PRIOR TO -1 POURING DECK.
<br />9 1$1 -REMAINDER OF JOINT IN STYROFOAM OR -uSEE ELECTRICAL AND
<br />PLUMBING NOTE #2 REGARDING 1- FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR
<br />OTHER EXP. MATERIAL CONCREE SHALL
<br />EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS.ADJACENT STRUCTURES..
<br />EXPANSIVE SOIL DETAILS ARE NOT MET USE TABLE 1, SCHEDULE 'C
<br />IN EXPANSIVE SOILS WHERE MIN DECK REQMTS
<br />2 pooL -7 1 MIN. 16 24" i
<br />LAP 1
<br />3* CLR. -->'of 4 , 5" MI
<br />TYPICAL TYPIC
<br />4)
<br />/X -2 - b 19, 416 -#3 BARS BENT -
<br />ht-'cr-.335 €(2) #3 BARS 7-'.-It 048" 0.C.
<br />maj=-= r 9 \ 17 0§ f 2 25 9/
<br />M 1 Ld /BEND -f'et D 4 - 19- FIXTURE VERT. STEEL \1 -1, LENS 45*OR 90:
<br />66" £ 4 RECESSED '12,98<7 t=1'v4&. 1 3
<br />TABLE NO. 1.EXPANSIVE SOIL CONDITION ONLYLIGHT.BOND BEAM PER -4 NO DECK mTH
<br />r _-» 180 MIN.EF.P. = 62.4 P.C.F.//-4/+0 y; P '
<br />mi,r-LAP. TYP. . ROCK OR BRICK NOTCH CITY OF LOS ANGELES ONLY ,·,811 067655 1 Btl
<br />1. r.2/1VE WOOD POST FROM 4,\ 1 EXP. 6/30/2015'.j jj„i,--'- j)
<br />1,3 4;-0> l #
<br />#3 BARS
<br />N.
<br />AL.
<br />PLAN AT SKIMMER
<br />SKIMMER DETAIL N.T.S.
<br />NOTES:
<br />1. INSTALL NO. 8 COPPER GROUND VARE FROM UGHT NICHE TO
<br />BRASS CONDUIT TO POOL REBAR.OR NON-METALUC
<br />CONDUIT CAN BE USED NTH INSULATED NO. 8 COPPER ¥ARE
<br />INTERIOR W/ APPROVED POT11NG COMPOUND PER lHE C.EC.
<br />2 SMMMING POOL UGHTING FIXTURES SHALL COMPLY NUI
<br />APPUCABLE UNDERWRITZ LABORATORIES REQUIREMENTS
<br />FOR UGHTING FIXTURES U.L STANDARD 676.
<br />SECTION AT LIGHT
<br />5'
<br />HC
<br />#3 BARS 016 0.(. TYP. 4
<br />NOTE:
<br />EXTRA REINFORCING ID EXTEND
<br />24* MIN. EACH SIDE OF RAMP.
<br />SHALLOW/DEEP END RAMP
<br />RL STEEL
<br />i . r o.c.
<br />f-0* DEEP & BELOW. 2- '
<br />)RIZONTAL STEEL
<br />1
<br />a) *4·-VENEER.
<br />A L/H
<br />(6) #4 BARS.
<br />DRNN
<br />N.T.S.
<br />DEP
<br />ATTACHED PATIO COVERMAX. DEAD + UVE LOAD = 2000 lb. __OR
<br />ROCK ON BOND BEAM.
<br />ANCHORAGE PER PATIO COVER
<br />PLAN. BOND PER ELECTRICAL
<br />& PLUMBING NOTE 2. 1.
<br />31/2» MIN. CONC. DECKING
<br />CAN11LEVER CONCRETE
<br />BOND BEAM DETAILS
<br />LEVEL TOP OF BOND BEAM
<br />WITH GROUT & PLACE 15#
<br />FELT OR 4 !,Ill VISQUEEN ON
<br />TOP OF BOND BEAM.
<br />MASnC
<br />11LE
<br />1 1
<br />#Hilil
<br />1*U[ARZ
<br />E N.LS. N.T.S.
<br />* 1 .4 0141\.
<br />PLAN VAUD ONLY WITH WET
<br />STAMP & ENGINEER'S SIGNATURE
<br />IN RED INK ON PLAN.
<br />AUTHORIZED SIGNATURES:
<br />RONALD L LACI"IER. P.E.
<br />TODD L LACHER. P.E.
<br />CHRISTOPHER J. BIEDENBACH, P.E.
<br />JEFFERY COLLINS, P.E.
<br />STANDARD PLAN APPROVALS:
<br />CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA)
<br />CITY OF ONTARIO: #B201302960
<br />SAN DIEGO:MP #351287
<br />SIMI VALLEY:2013-1
<br />SANTA CLARITA:
<br />SAN BERNARDINO:#B2013991
<br />RIVERSIDE COUNTY:#342375
<br />ORANGE COUNTY:#SW100121
<br />LOS ANGELES COUNTY:#26077-1,
<br />CITY OF BEVERLY HILLS: #13
<br />4 KERN COUNTY:
<br />CITY OF FRESNO:
<br />FRESNO COUNTY:
<br />0 VENTURA COUNTY:
<br />#213 (USE 45 P.C.F. MIN. WITHOUT SOILS REPORT)
<br />P-00-01 (REQ'S SUPPLEMENTAL NOTES)
<br />REQ'S SUPPLEMENTAL NOTES
<br />S.PA # 6-2008 (REQ'S PEI 100-VCO)
<br />STAN DARD POOL PREPARED IN ACCORDANCE WITH
<br />THE 2013 CALIFORNIA BUILDING CODE
<br />STRUCTURAL PLAN (2012 INTERNATIONAL BUILDING CODE)
<br />iii pool
<br />! 1! 111 engineering
<br />inc. j
<br />SHEET:
<br />Ron Lacher, RAE.
<br />1201 N. Tustin Ave.
<br />Anaheim, California 92807
<br />Fax: (714) 630-6114 104
<br />Phone: (714)630-6100
<br />COPYRIGHT 2013, POOL ENGINEERING INC.
<br />100SC CBC13
<br />Vl.60 Apdt 30,2014 9:47:54:968 AM
<br />STANDARD POOL STRUCTURAL PLAN
|