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<br />'ASSLMPTIONS
<br />BENDI?.'G MOST IN WALL AT 5 FOOT DT --PTH
<br />NOTES
<br />Equivalent fluid pressure
<br />Jt= 20000 p.sei.
<br />= 40#/C.F.
<br />x 40�H3 M max at H 3.51
<br />1�
<br />ALLLES PER
<br />CONCRETE TO HAVEOSTR.LNGTH
<br />INH COMPRESSIVEIN
<br />i = 200000 p.s.i.
<br />28 DATSe
<br />Z 157
<br />K = x = 297 2
<br />2.
<br />REINFORCING BARS TO BE OF STRUCTURAL
<br />Pool is anpt7
<br />_0
<br />GRADE STEEL ASTM A305 -50T.
<br />t
<br />BENDING V.17:7 IN '.WALL AT DEEP END
<br />HO?LNT OF RESISTANCE � -4 � j.
<br />PROVIDE BAR Sr?PORT3 k SPACERS IN
<br />x = 40x E3 M max at
<br />H 7.51
<br />340 x 0.3 = 1 y.
<br />ys u:
<br />ACCORDANCE WITH A.C.I. DETAILINO
<br />X"WAL
<br />6
<br />Net Mw
<br />x ss 403;+7.53 =
<br />2,836 /r
<br />d effective - 2.75
<br />EXCAVATION FOR S'r1IA1tING POOL TO BE
<br />6
<br />L =19 52= �. X157 ', .
<br />`? h;,
<br />FRSs OF LOOSE SOIL, ROCKS, OR
<br />YOMENT OF p='SISTANOB
<br />FOREIGN MATERIAL.
<br />300 x 2.18 - 655
<br />174 x 2.00 348
<br />As Required = 195 = .ora
<br />5.
<br />ALL DDAENSIONS SHO'11 FOR LOCATION OF
<br />262 x 1.21 317
<br />1.44 x 2.75
<br />STEEL ARE TO FACE OF PAR AHI? DrIIOTE3
<br />67 x .25 11
<br />'
<br />Use #3 @ 12 As = 0.11
<br />CLEAR COVERAGE.
<br />= 1•T3
<br />1
<br />6,
<br />SPLICES IN CONTP7IIOUS RrINFORCEMENT
<br />MOMENT NET
<br />1,493 %sI
<br />�4• el-' Cp��
<br />SHALL HAVE 40 DIA. CVEr;LA?, AND SPLICES
<br />D effective - 3.75
<br />IN ADJACENT BARS SHALL ::CT BE LE33 THAN
<br />1[ = 1,493 z 12 = lost
<br />157
<br />50 - 0N.
<br />2x3•
<br />Approval of e�!y to that hi h is shavm
<br />'t•
<br />IY AREAS 1.7=- E THE SOIL IS COlf-
<br />A REQUZRID = .I,qq
<br />-. Is
<br />and &scribed hereon but cues set e o- nnrt-�
<br />SIDERED TO B E-L7?A1ISIVE THE THIC"ES3
<br />i • Z
<br />•28
<br />any om!ss,on or dev,a,aen of re !u etx2nts c° ?a^e la; s or
<br />OF THE POOL HAY BE INCREASED 1 I27CH
<br />use 64 As = 0.33
<br />local Ordinances.
<br />OR AS REQUIRJ IN ORDER TO PROVIDE
<br />,#3
<br />One set of approved plans sha!l be cnro''kcb!e on the proleef
<br />THB NZCESSARY RESISTANCE TO BENDING.
<br />site at all times.
<br />SAN ��IMM �KTW H 017M"T
<br />An e viva/entt F/uic�
<br />r
<br />,VAI
<br />DIVISION OF Ei1ViPOP?t$EivTdwL HEALTH
<br />pressure
<br />or 5Ct #/e, F P useC/
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<br />DESIGNERS A N D B U I L D E R S OF
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<br />DESIGNERS A N D B U I L D E R S OF
<br />IGNT_
<br />156■+ e
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