Plans (8) BU P2018 - 00142
, ,... . , .-- • "•• • .••••::. • ''I:::E•••• :::' f•
.• •:.. . • :. . .• • .
NME: ,., . . . GENERAL NOTES OWNER
BENCH AND STEP OPTIONS: SLOPE EARTH SRF AOR 1/e PER BOND BEAM HORIZONTAL BARS MAY BE ‘or," " OO; f'.t;r. :••-::::O•"..-......a.:.R''4.!'R'!•',!!!..'7,..,000„..,...--" ."'c•Lo.._°': :... :•• : ;. • 1. THS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SNOWING 2.00 NOT TURNTCRETEDN(uGUoiNTITE,144)DAMP E,PeOLCONITISNEUwOUTSYL.Y FOR 14 DAYS AFTER INSTALL/OM
1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL FOOT tr.13:40Prixmoc 1/..e'.-ro OVER OR UNDER VERTICAL BARS. ' :' ': '''11- ...-,..°'.%.:::: R.tRTil.ORRP.Ivk:k.':.'.- WiRAO.- :-..R.,:o.5o o..,O•!:O.SURCHARe o. POOL& OR SPA SHAPE. DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND STRUCTURES. .
SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 1/4" PER FOOT AWAY TOM POOL. TYPICAL INCLUDING ALL SPECIAL DETAILS. . ' ' .....A.''. ' ..:. ::. '.... .,..'. .. :.; ', ':. ...;....t.. ...'51 ..: . L..L,•'. .D 2. REPRESENTATIVES OF POOL ENGINElaliNG INC. HAVE NOT INSPECTED THE SITE&ARE RELNAND ON 3.DO NOT USE BLACK RUBBER.HOSE WHEN MING POOL(IT MARKS THE PLASTER).
INFORMATION PROVIDED BY THE CONTRACTOR OR CANER TO DETERMINE THE ADEQUACY OF THIS
2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOICRETE (GUNITE) WITHIN . •••:. ,-.:•••-••••-• -oz. o.s,.. - ..- ..o. •• •...s• •• STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE coNDITIoNs. SHOULD SITE CONDITIONS GLAZNG IN HAIARDOUS LOCATIONS
THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL ç-2 STORY WOOD pROVED SEALANT RECOMMENDED (PER -oo, oo eRR, ----o' • .,R, o•-•.:: ' •- VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT is THE RESFONSBLITY WHEN REQUIRED BY THE BUILDING OFFICIAL MING SHALL COMPLY MTH IBC SECTION 2406A.5
FRAME BUILDING DtTAIL #B). REQUIRED W/EXPANSIVE SOIL : 'I ;I'aimea Wir,..viai,voistaohy O.,. .-Oo,o.00iseSio R . . . OF THE CONTRACTOR OR THE OWNER TO Non,POOL ENGINEERING INC. AND OBTAIN APPLICABLE MIMING LOCALLY ADOPTED AMENDMENTS.
-BASIC GRID 13 1500 71/FOOT MAX. •,-.•••'::: „. ... .•:;', , '". ..
so --.-• .. ... . SPECIAL ENGINEERING DE1ARS PRIOR TO CONSTRuCTION. ExPANSIVE SOIL DETAILS ARE VAUD ONLY
TABLE 1 TABLE 5 ' COPING - ..:. 1.GLAZINO IN WALLS AND FENCES ENC,LOSING INDOOR AND OUTDOOR SIMMMING POOLS, HOT TIJBS
BARS 0 12' O.C. : •( .
..9i318liel-K/SWIII:vSrin BE
DISPOSED:iF;sINPIPAII4GAIITOAL11114:ANN TE°Rvill9sEEI
.': •••••:: TigirsES ANORTPOOL ENGINEERING INC. RECOMMENDS TI-IAT THE AND SPAS WHERE ALL OF THE FOLLOWNO CONDITIONS ARE PRESENT:
r°"‘ r______A_______1 : . .B:60) BEAM : . ,.. .•.,1 IA 0:••••'•••','. .... .... .
• '- .. FOCZESRTAOrgISVAig OVIADIN
• •
A: THE BOTTOM C3GE OF THE 'LAZING ON RE POOL OR SPA sa IS LESS THAN 60 INCHES
0 TABLE TABLE TABLE WATER SURFACE.- .-- ---,,- --• ...., •
'. RA114•• :,": ..s.,: • . SEE DETAIL #1 & #12.
- ..-- •.• ,.• . .. ! 3. THIS PLAN IS NOT VALID EMT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLA,DNG; AND
DECKING. MINIMUM
WIDTH PER LOCAL
si-
BUILDING CODE. 0 p p APPROX. r BELOW i
BOND BEAM, ! 1,0 0.1,.....
' / :\ \ \
,.- o oo..1.,:o?,7 . ..E.-EEEEER,REEERERE,E,,EERERE.ERE.E., if
••••• -EEEEE
a g:..,,,..,,, ,z,* . in . .._,
--. • SHOWN IN DETAIL#3 APPLY(PER IBC SECTION mit*
.... E.F.P. . .of i,O' ..';': -,.. (4tg-.0*.:O.:-:o..O... .44:•:: '',L . .., 4)#3 11 1 4. llf. STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-
. . .p:i ;., 4 ,r. .., :..,.......,.: .....,...,. , . ... : ,. .., ,„ .. DSIREcliKCINTUGRAALNDITEpoMaS INCLUDINGBUTNOT LIMITED TO PLUMBING, ELECTRICAL. FENCING, CONCRETE
.. ... .... . .. . •, . ..- . .
S. DECKING CONSTRUCT/ON IS SHOWN AS RECOMmENDE0 MINImUM CONSTRuCTION AND DOES NOT B. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING
POOL OR SPA.
ENCLOSURES AND SAFETY DEVICES
r.J . ,...„--.t._,.,_. ,....,_„„ , , i 3'-0" MIN. 8 -•L o '''''''•R,.'•g o
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',gig :4R'•••..24: 44
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r- 0 R C.. .....
1 y VAL C MiintilL ...6 .. a ., ...6...,... . -, --
....... a TEEL DEMoNSTRATE A SYSTEM THAT AU RESIST HEATANo DuE To SOIL EXPANSION. 1.PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4' MIN. HIGH
E.EVIEBEEE.E E..-.E...E.EE i E..-., . --. .•.E... -.ES E, 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE FENCING&GATES WITH NO OPENINGS GREATER THAN c. GATES TO BE SELF-CLOSING &
•Th. '1- 1
" i .". I cifixOPING.., ,. E. . . a 3 g AND LOCAL ORDINANCES. SELF-LATCHING WITH LATCH A MIN. OF 4'HIGH.WHERE THIS VARIES FROM LOCAL CODES, THE
E s 'e- . '`.9
Tgil - - - --• ; -••; ', L •.,;::••„... -.- .-.. ",•"-: ;- : . , ' ... ....: ..._..... 7. POOLS WIN DITANG BOARDS SHALL mEET DivING BoARD MANUFACTuRER'S Poo. GEomEmc
............ LoCAL CoOES SHAU.PREVAIL
' 1-in Z- •"-• ,......-• . • • -..,... . -- - . -rj . = CUT: . . . . .
g Q Esi 1.-0,.En Em ,. EN. L . STANDARDS AND/OR LOCAL COOES. 2.WHEN REQUIRED BY THE BUILDING OFFICIAL. BARRIERS SHALL COMPLY WITH IBC SECTION .3109
F7-7.--",.7,: •,.,- ‘t2 ',----. 'r 1 1 I. I 1 I I I i r 1 .,,-'. Cl2 '''"'"'' 4"r): t.ik'P k-", 11'
i ...---.. B. SIGNS &SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE VIM LOCAL CODES. INCLUDING LOCALLY ADOPTED AMENDMENTS,
..I -1 :g ? -g• BENCH/STEPS], E._ __E„„..
rf 1-i ri 1 f1-1 i I I, SEE OPTIONS , 1 R . F gal l'-o. Ea .''. .: :. :. ziat ,.'...:: 9, PUBUC POOLS REQUIRE COUNTY HEALTH OEPARNENT APPRoVAL AND PROVISIONS FOR ASSISDVE 3.ENTRAPMENT AVOIDANCE AND suoTioN OUTLET DESIGN AND INSTALLATION SHALL COMPLY vor
5, 5 1 I 1 i 1. i , 1 r . I r I 1 r;-/ thos7uRtiEDsoks • u? DEVICES FOR THE DISABLED. IBc SECTION 3109.5 AND ANSIAPSP-7.
ifc 1800 PSP REN: • 7:0 ' :EWER' ••••: -• * • 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS&DIMENSIONS AT JOB SITE.
0::EvENPLOTTDPAuLAANcE
tri iip IT-1- 1 [ 1 1, r-I HEAPING VAWEEE7 . -••-••••------- ---- ---:*-1-2v---• ,......._54'.06:111:11L--.a6".,.tier_'.31.34:4-..,:E.#31':.•.. -6-: impan___.".:"..j.:•..7 0-'•EE.f.,..waraLt_EiE siroilV4-.8"' ii•wise.,,,,,ES__..." „...' ,•::.-.76."..„ 111:P°ALL:RELCOME:REETHPL:::ITEmADTHEpA:P:SfoccuSliTEDC:M.Ii:MECtEPUM:SoTLANIHNtSICNSBEFsOR:RESIDENTIAI,POOLS OR ELECTRICAL AND PLUMBING
UNDER- -'t i I+".-11 T-1- -- I--- ' -I
I...-I.......!..-.:1." .1.1..1...!.. 1...1...11 . ,_.1 "fill N/ i..) ' -INFLUENCE LINE
FOR FOOTHIG 1 I .. V°
C SH CRETE COVE•R ;. ': . 1 -EE
EE ct. ..\ MITE „ 1E7E2E:: .-- ,. ::.E.,EEITE:EEE.E.E.';IEER'm .:.:77.: ;-'!7.::7".7:. ...Nowriv...: IT .:*".-- APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANuFACTURERs
RECOMMENDATIONS. 1.ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE NEC.
I POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN
- NIE: TO ACCORDANCE W1111 NEC 680.26(8). BONDING TO PERIMETER SURFACEs siva BE PROviDED As
WATEP ri 1 1 il It i i 11 :I !II II ilit li oi.-R-- t,. SURCHARGE TO-BE:'.ti.EIRNGED • .ii. N.• '4' '
kl-,c,,s% at,,......7.01210zr a IBM:,..•-•.E.'EEHE Igatis i III.:11=1111O.f THE POOL STRUcTURE, nuMBING, AND POOL EQUIPMENT. CONTACT LOCAL PROfESSIONAL FOR SPECtrIED IN NEC 680L26(B)(2)(A)OR(2)(0) AND SHAU. BE ATTACHED TO THE POOL
. LINBFORMVE -- PROPER VANTERIZADON PROCEDURES.
DETAIL #10. I 1 I j I I I 1 ,I c"'
-g-...1--i--•- T ; T-44- IS ADD .3 0 12" 0.C. -- --E. ERs.E" SEE TABLE 1 zi iotttwtio,.... .....ai- EirilhigulTil 11:1313;'" iti 'I 'Clit REINFORCING sItEi.oR cOPPER coNDucToR GRO AT A mmium oF FouR (4) PoiNTs
UNIFORMLY SPACED AROUND THE PERIMETER Of THE POOL
ill " JOI I ') - 1- LONGITUDINAL 0 TRANSITION AcTuA.L.pp UNE MAY-k th-... •-. 7'0* stair Ailgrie •- ,iiiikill ff:y i .:Ey. - STRUCTURAL NOTES 3.0f3TAIN ELECTRICAL AND PLUMBING PERT,OTS ALONG WITH POOL BUiLDING PERMIT.
••••1•••••:•• •-• toi•-!....1 • :1 4-ALL EQUIPMENT SHAU.BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND iN
ACCORDANCE IMM LOCAL REGULATIONS.
FOR EXP. SOILS. VAREE:OWE.43gEt. , '•Il ,:4' ,,.... R ,ERERE%
E-ER- Ian
iniCarIgZallillsigair,..a .1174 i 1. SOIL SHAll HAVE A MINIMUM BEARiNG VALUE OF 1600 PSF. CONCRETE SHALL BE PLACED AGAINST
.w.
3" CLR'EROM EARTiI E. •RE E•EwEIIII ,., UNDISTURBED SOL OR BUILDING DEPARTMENT APPROVED SO%COMPACT FILL THIS PLAN tS NOT 5.PooLs sHALL Be EQUIPPED 1011 AsFILucTERI/LNTyGDSITSNoTEGFM &TIAGDRAAIN.
:1: 'ROOT
rr; .t„,.,...c. rrP. FLOOR Am
Uil SUITABLE WERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS
SURCHARGE CONDITION:- ' . - -
STEEL BASKET IS NOT REQUIRED ijiity.tz,.4to 6" THICK MIK SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE 'D'. a 4. 24" MIN. 'Ea•
M; IN0DCONFORMANCE wiTH ME
*.o......
.... VERTICAL STEEL •• '..',. UNDER POOL SUCH AS CUT-FILL 'TRANSITIONS.
SEE TAEEE 1 tal jains, Ea : 2. All RENFORONG STEEL SHALL DE DEFORMED BARS& CONFORM, TO AS111 A615 GRADE 4o fOR 13
DRAIN PIPE SHALL NOT /1 W/ #3 BARS 0 1r 0.0. (BUILDING SURCHARGE) 'MEN * E EXTEND WALL . ... . .. . , . , . ,... ........ . BARS AND f4 BARS, SPLICES TO BE LAPPED A MINIMUM OF 24. MINIMUM CLEARANCE BETWEEN
... • ... ELCONTRACTOR IS ANSEL) TO REFER TO SECTION 3109.5 OF THE INTERNATIONAL BUILDING CODE
ENCROACH INTO GUNITE SHELL EACH DIRECTION SETBACK TO EIUIWIING FOUNDATION HORIZOTAL. STE4 El
REINF. INTO FLOOR. : • "" • PARAUa BARS IS 2 vr. AND ANrSZAPEP-7 FOR PROPER INSTALLATION of THE POOL DRAIN SYSTEM.
ORCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'El IS LESS THAN POOL DEPTH. #3•BARS':0 12"OM (30' MDC FOR TABLE 50) •
...INDICATES TYPICAL RADIUS (ACTUAL RADIUS 3. (i) #4 BAR is EOUiVALENT TO AND 1,1AY BE USED IN PLACE OF(2) #3 BARS. wITH THE ExCEPTION 9.VRIERE iNFORCING STEL IS ENCAPSULATED WITT A NONCONDUCTIVE COMPOUND,PROVISIONS
PROVIDE(2) ANTI-voRTF.X CIRCULATION DRAINS PER PUMP. HYDROSTATIC VALVE AND ROCK ...ER: . . . ._ ., . NO PECK OR HIGH THAT IF#4 aARs ARE USED FOR THE BASIC CRiD. THE MAXtmum sPAONG IS pi.BARS AT 111" 0.C.. SHALL BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD
' MAY VARY, SEE STRUCTURAL NOTE #12) ' DIPANSIVE SOIL 4. THE PLAN TABLES SPECIFY THE MINII.RJM REQUIRED REINFORCEMENT. FOR CONVENIENCE Of THE OTHERWSE BE PROVIDED BY BONDED REINFORCING STF_EL
COVERED WITH APPROVED A.S.M.E.STANDARD A112.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDIREENAIEREARSEEEGIN AT• -t:1" FROMETHE TOP OF THE POOL
INSTALLER. MERE MAY BE MORE RENFORCEMENT THAN SPECIFIEI3 AT ANY GOO RoNT IN THE
ANTI-ENTRAPMENT CRATES, THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL, (RAISED'OEEENOT RAISED). • : '13' IS DISTANCE DOWN BUILDING FOOTING POOL STRUCTURE.
BALANCED AND SYMMETRICALLY PLUMED WOW .r WALL DOES NOT REQUIRE - FROM TOP OE POOL WALL. SURCHARGE 5. GROUNDING/BONDING(PER THE LATEST ADOPTED EAMON OF THE NATIONAL ELECTRICAL CODE) oF
. *IF PODL:41,ALL IEEIBOT DoEs•NOT EXCEED 5'-.0" THEN NO ADDITIONAL
flITNCS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL) THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE.
ANY DiMENSICN. SEE ELECTRICAL AND PLUMBING NOTE 8, . • BARS•AkEREDUIREDE:(00:::NOT.•AffLY TO SUPPLEMENT DETAILS) 6. SHOTCRETE(GUNITE) TO BE IN CONFORMANCE MTH IBC SECTION 1908& SHALL HAVE A LoRmum
....-.......,-,-.............., -1 ' ip,- ComPRESsiVE STRENOM OF 2500 PSI AT 28 DAYs. R lEC Et:
td T ( 7. WHERE APPUCARE, SHOTCRETE(GUNITE) TO BE IN CONFORMANCE MTH Ao 318 CHAPTER 4.
TYPICAL LONGITUDINAL SECTION N T S -
• STAN- 'A -D WALL SECTION • ........ 4 , DORABIUTY FtECUIREMENTS.CONCRETE THAT WILL BE EXPOSED TO fREEZJNG AND THAWING, DEICING
• - • • L., . cHatCAL.s oR oTHER ExPosURE coNDiTiONS SHALL CLNPLY WIN Aa 318 TABLES 4,2.1 AND 4.3,1.
, . , - CONCRETE EXPOSED 10 FREEZING AND THAWING OR„DEICING CHEMICALS SHALL BE AIR ENTRAINED
..: • . .. •
• IN ACCORDANCE WM Act 318 TABLE 4.41. CONCRETE THAT mi.BE SUBJECT TO THE FOLLOWING MAY 3 '2018
SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: •
EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENITT1OUS MATERIALS
TABLE -tto. 5: RAISED.BONO.BEAM RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318,
WHEN LESS THAN 10' 51-01PE
--\
SURCHARGE CONDITIONS
(SEE GENERAL NOTES #3) WIEN ACTUAL STE CONDITIONE StIEED
THE UTATTATICNS BELOW OR ADDITIONAL
SURCHARGES NOT COVERED BY MS .
BON PElt• • PROVIDE ADEQUATE DRAINAGE
BEHIND POOL WALL. .
• : .... .
, .R. _ . .
- - - ----• - - -••••• SECTION 4.21; CONCRETE INTENDED TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER,
CONCRETE EXPOSED To FREEZING AND THAMNG IN A MOTET CONDITION OR DEICER CHEMICALS, OR RD
111111 • 1 t
\ PLAN ARE PRESENT.ADDITIONAL
SURCHARGE DETAILS ARE REQUIRED. DETAIESEP &02 -1 g 1/4' PER
1 ' FOOT.EREE4 • • NON7VJEAE.0* RE-E.-WM:Mt .-.MODECKAREA1 MR
. .. 1..... •.•• . •
E • '..... CONCRETE WTH REINFORCEMENT WHERE THE CONCRETE Is ExPosED To CHLORIDES FROM DEICING
CREMCALS, SALT, SALT WATER. BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES..
8. CEMENT SHALL CONFORM TO IBC SECTION 19a3.1. ACI 318 SECTION 3.2 & ASTM C 150.
N
• scasesporai* .
ID , .1,-i-) ...- . . ,.
SPECIAL DETAIL REQUIRED •'aEiVE11 . • • • i ---InERE...- 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE Will ACI 318 SECTION 4.2.1
_..i E.F.P. 30 P.O.;'; ',`.,::,..;WO.t.F. 6Z4•••P.C.F. ' CITY OF TIGARD
WHEN LESS THAN POOL DEPTH OR Hp ..,,gi..C.. . ..._ g. lin (1) 3 0 TOP . ..... ... FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL.
10.KEEP CONCRETE DAMP CONINUQUSLY FOR 14 DAYS,
•'''. = r
- RE. . -1 ID(-WATERPROOFING RECOMMENDED.
..,. .. D. C Vt011.0E44. R..E.•••;.•"?.;.•••••..VERTICAL . , VERTICAL
SUL . '-..E.'• :••••••••:-STEEL . ' STEEL 11.ALL INTERIOR SURFACES oF POOL/SPA SHALL BE COATED WITH A WATER-PROOF SURFACE. REVIEWED FOR CODE COMPLIANCE
SPECIAL DETAIL REWIRED ..
aliAr%RIE.*S:TEE12.L0;Lp.-4. ' . .. .... :." ; ill ' e C.M.U. w/ . ,. • .......... ... ... 12 FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESCH
WHEN LESS THAN H/6 .. . . I 4. 3'8" 3" #3 0E42' •.3E.E:•0.•0 12*. 3" _#3 aiI, 12" INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-F.EET, . •Jk 1 '
(10. MIN, 20' MAX) • /
, ..:.,, .. .,§
. ,10 , • g III i #3 VERT. BAR 0 24 O.C. ,-,4.,..-.,.,--- .,_.,..,....,...,.. 13.IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HEAVE, ME FOLLOWINO REQUIREMENTS APPLY: Approved:
a.IN ACCORDANCE WITH ISO SECTION 1809.5, THE ENTIRE BOTTOM OF POOL.STRUCTURE AND OR IL-4 C..\bC•C ‘. .. 1-1 1 ir . . = , III SOLID GROUT. ..,, 4'0" 3" .1-. - 3E • •• . isi ....._.__ PLUMBING MUST MEND BELOW THE FROST LINE Of THE LOCALITY. OTC:
•. i ALTERNATIVE BOND-)r. ,. ...:. : --„-p p. ;,--,- .73 -4!!"-%-iir-'-7'
- 4'6'' 3" ile.E .07:-• ' 5' b.ALTERNATIVELY, WHERE DAMAGE TO THE POOLOUCRJRES, PLUMBING, ADJACENT STRUCTURES . •
PER I.B.C. SECTION 1808.7.3 _, BEAMELQCATION t ! t '' t ,p,„---: BOND BEAM : .,. AND SoRFACE IMPROVEMENTS IS A CONCERN, -DRAINING GRANULAR BACKFILL MAY BE P°rmit#' ailASIiiaL .1S:ILl
F . 'WATER • I REE.E1 .11' 5'0" 3" #34;:i• 'R$4,-:-..,..0.0 ow 6. •#3 0 e EXTENDED BELOW THE FROST-UNE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER.
Address: Li oss I Apl..j „fp A, i e Fk a.
VERT..-STEEL F.. UNE. .
• j VERTICAL STEEL W/ : 5'6E 3" ...
• le-•• . ... .._.... ...
,
ADDITIONAL SPECIAL DETAILS SEEIAE.W.5, • i ! ili E
SURCHARGE CONDMONS - N.T.s. ; 24 MIN. EMBEO. • •
REQUIRED FOR CONDITIONS ABOVE 0 SCHEDEMES•E,:FRYE 0 1•i ' 'o" .• ''et' •5" '• Ilia Suite #: Lc]
TIP. HOW. STEEL e --- •
REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBLISHED BY . .
CLR: •C'41'43' •
a6 a- -. ......V"•-:,••• . 8E - •
OFFICE COPY By: Date:,..,c- j-)-)
AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE ASSOCIATION OF POOL AND SPA PROFESSIONALS (AP.SP) CLR. . •Ai.*: 5". ;••: E. "E.E.#fit 4*- • .8* .-.#.3- 0 a*
• :,..-f•;.. - ,
cr ....,,,.,... 6.Ts- B ••
, Ica54' • -
• . . ,..„...., . ,, . .
•• •
.j3 ;
BEACH ENTRY STEEL AND SHOICRETE
(GUNITE) 1HICKNESS PER SHALLOW SHELF (REEF) MASONRY:.NOTES: ASI03%
1. ONORETEITIO.O.stot.i4LORAK.N(EXPOSED TO WEATHER), TYPE Il (NON-MOISTURE .
. ', O" i': "- ••:.,"1'•'::•:••.-::::-.). ,-;:ZZ•,::,:•;.i-
APPROPRIATE WALL .c0.1TROLIP :f4,..ORNIM:•,...01IT UNITS(135 PCF). CONFORMING TO IBC SEC. 2103,AND : ,....„.,........„,
a x --iii SCHEDULE. .. AEA C$0 AU.. •BLOCK:.•SRAU.HAVE A DESIGN STRENGTH OF Etri = 1500 psI. 9'0! 8" 101$*
;kg II'iii,. .. .
li:.."'
,. i f .., _...._......
2 00041 SHALL:GONF014•MI:JDC SEG. 2103& ASV C 476 WITH 1c.-2 000 PS. SEE IBC 9'6" 9' • °
.
, POOL FLOOR THICKNESS-5.T. • • 4. •. " ; TMEE 2164.141OR E.i•E0000.014I9F1wRED'EN'S-
E -DESIRED WATER DEPTH. ik, :.,------.----.,,,-,' E 3, LWOW•S1141:R:DE.tipt IA'IVIRre R moo pM MD SHALL CONFORM TO ILIC SEC. 2103
et ASIM G:-.224-SEE IECETABEE5 2103.8(1).(E)FOR PROPORTION MD PROPERF( _....__...,
5? CA •
"Ei-,,E,.:-.EEEEEE.11.::,•k. ' rEEITEEII-- .
SEE STRUCTURAL NOTE fl_____ •
... . .
• • . .. . .,.,... ..-.• . . .
• lel'
SHALLOW FEATLJRES - MAINTAIN 18* MIN. EMBEDMENT INTO
UNDIMURBED OR 90% COMPACTED SOIL N.Ta-: ,
•RAISED- .: Qt4D :BEAM . .
BY THE USE OF THIS LAN, THE USER ACKNOWLEDGES THAT HE
-,. .
. ...., . .... ,
' N.T.S. , . NOTES
. . . . ..., . .. .L. ' HAS READ & UNDERSTANDS ALL OF THE NOWS -INCLUDEO:HEREIN.
.. . .
. ..., . .. ,
,..: • • . .
• -.
NOTE: -BOND BEAM PER TABLE 9" cle LARCZR •
-o. •
. BRICK OR PRECAST PROPERTY RIGHTS TO All°RAVINGS. REPRESENTATIONS,
IDEAS,DETAILS, NOTES&SPECIFICATIONS EITHER COPIES
SPA AIR-LINE NO. 1 & DETAIL /12. f t 6'`8" 2* illri 2 . • . .
• CONCRETE C.OPING. 9 1/2" ,r-3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO
MAY BE LOOPED "\-- . ._ • \ THIS DESIGN ARE'THE PROPERTY SOLEY OF POOL
INTO SPA BOND Es;•,-TE'EE.";ie-Ra. ,E.,-.........RERE,R,RERERE•.,,,E.E.... : • 440" MIN. • - • - EXPANSION JOINT & SEALANT to 12' ENGINEERING,INC, PERMISSION FOR ANY COPIES OF SAID
•
.
LEVEL.TOP OF MK. . 14 •4.,.7,w_l_ pMAYRBAR014Lfy2TIT702. OW:RIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS,
BEAM. MAINTAIN ER 1,!:E F (2) #3 1 I (4) .3 BARS .
• REQ'D. FOR EXPANSIVE SOILS.
IDEAS,DETAILS, AND SPECIFICATIONS EIMER ORIGINAL OR
-4 , a WieNT:-•&.PLA46: .
DECKING 1(-ELECTRICAL 'J' aox. . : ,... PER DETAIL #8
1' CLR. TO REINF. = * I '4 " E. ' BARS. = . COPES ROUE-To TtE mADE, coP:Eo OR ALTERED BY
fr. 4 is BARs Et, 1' MIN. CLR. RR • #154ELEE,OR 4 MIL. 1,, CLR. BETWEEN
by, ,Et-13 13. THICK
EE pAreOUEsN.0 ALL MOON ON toP. B.' MIN, ABOVE DEOS, WATER .
. ; WAIIIEM=21'°"°'11!---4.r ' ANY PERS0t4411:14111E! ORp111110040::OtNiiiMAY ONLY BE
•• . PARALLEL BARS.
E SPA UGHT 12' 0.C. Pr ,z----COPiNO .
ooT6 :AV 1 .°'''°°'-o AUTHORIZED WITH THE EXPRESSED WRITTEN PERmisooN
c, i ao., #3 BARS 12" 1 1,,(-UNE OR LE`LOOD UNE EACH • OF POOL ENGINUEENG,INC. BY TNE USE OF THIS PLAN,
• EA. WAY. mottorai, •.,,,,......amm--.••• EVER IS:GREATER.: . •
:- • GRADE PER DETAIL #1 & /12. DEIAING. v.F.IL,r
. OR" .C. EA. WAY. to W. ..: TILE THE USER AcKNORLEDGEs THAT HE HAS READ &
41iA. 74- \ tit-1-0- ti imis.
UNDERSTANDS ALL OF ITNE NOTES INCLUDED HEREIN.
SKIMMER II sesaimerieer-- ' \
,
Ea Eat.' y/ATER ?IL i BOND BEAM PER TABLE Na 1.
L.WATER •.%•-•.'. • 1111 COVER. cif IP'iR4.111. ••Lif. ,:•0 fr,-I -vn" ,"- - . '. ' '.0-t,.;10.-i.5 . v,,,,..e,m,,,..-. .. ,, „ . ,. , . PLUMBING MAY if LOCATED
jai 1 6.. UNE. 24' ..1
REINFORCING PER DETAIL #10.
mr,IN I 1 1 Lot• --- •
\\‘‘‘\\.:1--7 i4121-711.-talari • REw.:?..:i • ':...- . • L:'.' Eacom.y,oijriED,p. . • i 20.R1/.27
UNE. BOND BEAM HORIZONTAL CALCS BY: A.J.C.
,. . ueNAR0ER5 mvERAY ileckevERBARoRs.
NOT REQUIRED IF 8' MIN. . (2) #3 BARS ..E. jai 9END
ci? MINA19:NTAIDN BEAM1' COL:MERE° ReffiNEINF.ER c31.2*. .1
CLEAR PROVIDED, . .
, o •;.- : • .
24 MIN. LAP 1 1•1:1_-`-.,1 m o... • •
5 Is1114..trr---> '''''. 1 BQND \\ i --, .*:. . r.. . : FlE.L--q.•.. . >i m 0
, DRAWN BY: ILL.
AROUNO-:ALL. , ..: ..." 171.EE , BEAM REE, . t3 t I '• : 49(EE,
Ec /EE • ' *EE42:RE' ilLiE • • • '
CIRCULATION DRAINS: ID ,R,... • INTO SPA FLOOR #3 BARS ::.,,...g..;,-..,31, tw, "J . • •..; ..11-15,.•. / UNDER •• '•• : '.4' '\-` 4t, I 4 • .1 tri e...) PRECAST CipPING OR BRICK
PROVIDE (2) ANTI-VORTEX CIRCULATION DRAINS PER PUMP, 'REE OR POOL WALL. 0120.C. TEREE, CN
111,...q -4:.
(2) f3 7'•BARS •• .. AtEEE SKIMMER.
#8 COPPER . .
.. . ... , , ..
s, \ .....: o EERE •E ''-. 0<iik:USE CjNLY AT:
COVERED WITH APPROVED AES,M.E. ANTI-ENTRAPMENT GRATES, EA. WAY. GROUND WIRE °R.4.--.00.....:. ‘ . - ...
,
THAT ARE HYDRAULICALLY BALANCED..AND SYMMETRICALLY - -. 1.. \ . ' \E) .177 2 -..a
. .4 •IN
•
- • - \kea 1 - :%,,_ (2) j3 BARS A E. -.'Riiier'TefriaeColidoi". .
PLUMBED THROUGH *r FITTINGS. DRAINS SHALL BE DAM WALL 1 6" DAM - LAP INITCESPA REINF. SECTION AT SKIMMER : 1---
. ..:. 1.4;°.. .. .-,,,N,
. ... 1:1 i IT,rib g -,•-
.::, ' ..--,*-VENEE11. Bldg). A, 17051 S •pplevale Rd.
rm BEND
....-- - N.E.C. APPROVED . \'''--- I =2, Sherwood, OR • 140
SEPARATED BY THREE FEET IN ANY DIMENSION.'SEE HORIZ. BAR 1 12. DAM -14,P INSIDE BARS INTO SPA RENE. CONDUIT. -. E.Vlim RXTURE .
• • .. ,!,,k4ER,,
--- - -,:o VERT. STEEL •
.
ELECTRICAL AND PLUMBING NOTE 7. LAP SPLICE:! - LAP OUTSIDE BARS INTO POOL REINF. • 1.14E.SERE.E_• ,, .7. • :. tT,,, <3z, 45*OR 90'.
2e . 'ell " •,ii;i •k. II •<--TILE •
-- - • fr• . :. 22:POOL 0* El (2) #3 BARS
EACH WAY .
• MI . 1 UGHTER . -..
, . •ELEEE R ' '5 4?'
.: .,
TABLE NO. 1. ,
SPA DETAILS - SP.A DETAILS MAY BE USED FOR II 18*::00, -:' II,
„....
SPASIATHOUT POOLS. AROUND NICHE.
3' _ 4S`' .° ii: i‹-PLASTER
LAP, .TyrR. -.:.._ N. R,
i. ./tp\4, ROCK OR CRICK NOTCH
• CLFC( ' •
4'70* MIN. IMPERVIOUS DECK iptn WOOD POST FTIOM
e MIN. DEPTH APPROVED SEALANT ATTACHED PATIO COVER
REQUIRED SLOPE 1/e-1/4* INSTALL PER MANUFACTURER -AV.): . •; • VERT. STEEL
ittra41111111111WEEN 7""- MAX. DEAD + LIVE LOAD = 2000 lb.
-, 0
PER FOOT .E. 4 .., --empwimiir OR IVR417-7
. 3 1/2" DRAIN \ !!! -1-rpii,..: -,.....,!-,. .,
(2) #3 BARS. NOTES: .. ;
E...,E•
• t 1 LEVEL TOP OF BOND BEAM
R- MI 101111111.111111111111111111111110111" •RENIII° 111111111111.11111 .41
1. INSTALL NO 8 COPPER GROUND*RE FROM UGHT NICK-TO -.": ..HORIZONTALi .-:. D. CI.C.&STEBEELE.7 ail: ROCK ON BOND BEAM. ••.• 4'4'11,'E"eff.-•'
i ; WITH GROUT& PLACE 15/ .CI iR
i-•. `A iis ,.Tiii.-,„,,,.: NOTE: BRASS CONDUIT TO POOL-REBARi•DEENIEN-LIETAWc E : i". jo
FELT OR 4 MIL V1SQUEEN ON - 4EE 1-*
,..• °SATURATION••:.i''''' - PROVIDE CONTROL JOINTS '.r--11. ..1.
Lir!,•ii, 3. 4,ii...;-4i,..i.-.•:-. • 5- MIN. ERRE. -. ••.. #3 BARS a 12. a.C. rep. •,, GALV. SMPSON POST BASE. • 1-4,,
CONDUIT CAN BE USED WEELDESULATEEE•kia 8 COPPER .:. ... . TOP OF BOND BEAM.
R BOND PER BECTRICAL & fri
, EE,LES • '"E''-1 RECOMMENDED WHERE APPROPRIATE. (161,1,-/: TYPICAL . 'TYPICAL INTERIOR W/APPROVED POTTIND COMPOUND PER THE AO . • . PLUMBING NOTE 2. Boirez ta/si/201r
PRioR TO
L-.I POURING DECK. r.'14.-1
- "1 aiktj : . . • •' • :-' •;VIE:
2. SWIMMING POOL UGHTING MUSS SHALL COMPLY IMTEEEE. . •:..: •'•. EarEREEREINFoioNo To cm() 11111111111111MOIMLIESE
Ir.A.14.7r:=IP` I MASTIC
PLAN AT SKIMMER APPUCABLE UNDERVAIITERS' LABCRATORIES RECIUIREMENW. -: • •.24..uk EADatibt or limp, 3 1/2" MIN. CONC. DECRING. EEEREI :w.,E.,
i' "i: l' REMAINDER OF JOINT IN STYROFOAM OR FOR LIGHTING RE LEL STANDARD 676. . : . . Ir-r'Mill I TILE P 6, '.LID ONLY WITH WET. ,
• OTHER EXP. MATERIAL CONCRETE SHALL .. • -, STAMP & ENGINEER'S SIGNATURE
i L- FoolNG RECOMMENDED NOT TOUCH COPING, BOIED BEAM OR •il ••••• CANTILEVER,CONCRETE I IN RED INK ON PLAN.
,FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. . -
. .-
:.
• , • NR . .' • AUTHORIZED SIGNATURES:
• - . • , • • ••••...•. -•• ••• e••••.•• ..' •+ ..••••• .•• . . '., .,.
0
TODD L. LACHER, P.E.
EXPANSIVE S IL IDET- • A. ILS I IN FOANSIVE SOILS WHERE 1AIN DECK REQMTS
, ARE NOT MET USE TABLE 1, SCHEDULE V N T S. ', .. . •. .:-....•:..--,."-:-- ....r...::-„ ,-.......,.,-..., . •
SECTION AT II. H.T
N.T.S. 'i, • ,:..f, .EES. - .. .HDING POOL WALL
. ... Ili).
, BOND BEAM DETAILS N.T S
. 6 .. CHRIS BIEDENBACH, P.E.
. ...,...... .. . . . , .
. . . . - -
• SHEET:
0 •
so N.T.S. CO
pool 1201 N.Tustin Ave.
0
STAN1r).. ....A. REX.....P.0...:(41. PREPARED IN ACCORDANCE WITH MEM Anaheim, Cartfornia 92607 ..X, el.o. .ArN
0-.. ,,i,
1 •
......:•:::: :-•'..'f'2..::"?..".,!1::.;,::. inn.- engineering Fax:(714)630-6114 ,:. f.,. 4.4 i.„..:•,.,' :i.i.•
-k!,.; .,..:, A. .5: v.1)
•
STRUCTURAL PLAN 201:8 INTERNATIONAL BUILDING CODE ,-, Phone:("i14)630-6100 Ii. i # i .;
u• .•,,,,. . -.....
\.... •
.. .. . .. . .... i
_ www.pooteng.com
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