HomeMy WebLinkAboutPLANS - 06-00014 - 648 Centennial Loop - New SFR04
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PROJECT:L
JEDD
WALKER RETAINING
RESIDENCE RETAING WALLS�
STRUCTU R A T.
SEALM
4943 NORTH 29TH EAST., STE A
S,
IDAHO FALLS,IDAHO 83401� �-� ���� �'� �� y
L ol j
Phone: (208) 552-9874 \00.
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Fax: (208) 552-930-)
S STRUCTL .1 j_A 1't4.�LNS FQR-
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PROJE(71" TITLE
L
j ` D D WA L k ER RESI 1) F N C E'J'A I N IN G WALLS
08/09106
b� L
N/A
COVER
0
A
Project Name:
&4A4
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�Prnject Name:
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F. Ott
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Date=
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Date=
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w
All iB� fJ. C. � v
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.1 1 —.- c-
-6 Z � 4
I ppdd it
MP
Ar
A-'
�PorLDied #:
1! MOM%
%4
4e
Pftftd%
Mate:
r --
�Sheet--
-'r
F }-�F
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f
LN A Olf
i
V UK
-� 1� Doc
,-iL
.y W }
r.. J
lit
}IL
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i
ti
i
141
aF
ry
IL
'Project ome
I fc:
FD-
� - -- -- I- ---
4 P
Sheet:
a
LDO TwD .' 21 max wall
I L. r-> ATA:
I 1 a Active Soil Pres Sur sffff
slid i ng frictien coeff % 0,3 Passive sail pressure (psfift'
urehar o on b8ckfiIl
---.- _.�_ - - ----- �.-(ID - _
Exposure j .Dj ;ofr{
_��1..__
Cofd
r- Ib ._.
0 n cents t c Ica ds (L L): 0 l%.
�1rr'�?�r�xe
Maximum heiht(retina _
Fenr.e height, H (): 0.0
Rebar Ley (ksa):
ntei raver( /)?; y
rCbar Bach face (YIN)?: n
M MU(-) wall t(in) d(i )
fc; (psi`): 250o
P, wall: 0.8
Channel 'gall
r' p=
Or- (k)
1FC3QTPNG EESR;
Toe .,
DK
Mdlh2-00
8.00
Q @ face Of WaR (PSS'
Top
0
0
B-00
4,00
.875H
0, o
0.0
8.00
4.00
.760H
o -o
a,
-00
4.00
.625H
0-0
0.0
8.00
4,00
4
O. C)
D, a
8.00
4M
75H
D.0
0.0
B_00
4.00
.250H
D' 1
0,0
8.013
4.00
.1 25H
o.1
0.1
. co
4.00
Base
0.4
0,6
0.00
4.00
Wall
base
key min.
thickness for
shear (M): 3.4
F-CID-TING DATA
1213
1FC3QTPNG EESR;
Toe .,
DK
Mdlh2-00
3_$
Q @ face Of WaR (PSS'
141-
Thick. (in.):
1
Et
baOrnent
depth (rnj.
36
0.01DOG
OK
U (9 d (k):
4
if W,
8,9
Heel ony
`I
P:
dn'wc-i
length (in)'
41#"
p� }
�0-ri' C� TAj3i L_9T [ y
4
Boit- bar spacing (M . .:
Item
Wt, (lb/ft)
xbar ��.�
liar (k -it)
stem
400
0.67
0.3
footing
3.0
1.00
0.3
key
0
0_0
0_
soil heel
440
_ 0
0.7
soil toe
73
0-17
0
surcharge
o
0. 01
Mal
1213
1,
1FC3QTPNG EESR;
Toe .,
DK
dbot._ (in):
3_$
Q @ face Of WaR (PSS'
141-
d (P)-
302
Toe seif m. (k),
o -i
Toe self wt. @ d (k)_
_Q. I
0.01DOG
OK
U (9 d (k):
4
if W,
8,9
o 9 face (lc -ft).
o
P:
0, ooa I
As
0,0
iy�i�r^�k:
80ttom � � bar•
4
Boit- bar spacing (M . .:
18.0
Nu:
Q
JI
As (In'.
4
DK
0-0 DO
OK
0100
4
0 K
0.0000
OK
0-00
4
OK
0.01DOG
OK
0-00
8
K
O MOO
OK
0.00
4
OK
0,0000
OK
D"00
4
0 K
0,00100
0 K
0.00
4
OK
D-0000
OK
0.00
F. S. € v rtuming; 1.70
0 K
D.0001
OK
0.00
4
OK
0.000-9
I
ID -04
Key depth below f[g (in), C)
OK Key 1hickne s (ire): D
Toe to face of key (Ind: o
Concrete Footing fo (0: 2500
!o . of dogrel spa m �� � H),- 0.325
dowel d ear. l roto Itg keV (/); P
(max.)
i-nin: 0.0033
pima x: G.01 4
PideaV 0.0083
Vert.
Rebar
bar
(in O.C.)
4
0.01 34
.yid-eas:
4
Toti4wl MIPs), 1.
18
8
: 0,42
Mot (k -ft)- 0.73_
44
18
4
1
4
1
or 413 r calcld
or. Rebar.
bar (gin o,r..)
4 @ 1
94 01
1
4 @ 1
1
1
#4 1
1
1
fcoting.
0, 85
Min:
0..013633
pMi
0.01 34
.yid-eas:
0.0083
Front face Rebar
m Hor-
Nn2) (int
ar 413 rr ca1c,ed
0vertu rnltri g ...
or! Pressure(psi)---
Toti4wl MIPs), 1.
: 0,42
Mot (k -ft)- 0.73_
58
F. S. € v rtuming; 1.70
O
rna. 1925
O
QMin: 0
Sliding r..
trd i ng fore (); 0.
Sliding fri+ ion (k), 0A
Passive resitance(k): 1.1
Fa S. sI' ing: 3.40
Heel ...
'12 in.
dtop ( 1n Ips
9y
Upward QS face of Wail {Pfd-
398
p arclQs(gd (Psi
o
_
L �
k
Upward R at heel f ),
0.1
Upward R at d (k)-
o,o
d
•�
c
,
Mu L4..Cr-1 (kf �
_
zj�e
_" mss• r P
T - ••
_TOE
P:
19,000 1
.
_.
Ln
'Fop. bar spavin �i i n•.C.�
y
� �
(max- - --
- --• -
sit
I In itiols:
IrL
RE3NFC]lZCE:i7 CpNCME-rE RETAINING WALL
L13C -ej3rj. 4' rnax wall
3131 L DATA.
Oi I wt,(P : 11 Act'ive SOil Pressure (Psf/ft): 35,0
Passive soil pre!gsur.e (pspft). 250
o
--aOil bra- press ure,(p:sO
FH Iblft): oncen frig l idsL L ):.
0
''TA L L Q ATA;
Maximum
heighttret inin � H (ft):
4,0
2.7
f C (0)'
2500
TOe self wt. (k)-
0-
F er)ce freight H ft#:
0.0
clepth (in.):
will-
0,85
bad
Toe{
Rebar icy (kM y
60
r
Heel (in):
1
@ 18
dowel
Cater reb rj /N)?:
y
Channel wan
#4
@0 18
QE�m
rebs r tEle ( ) =
t>a r ft
r (k -ft)
hl
600
R '.all
u MU kh'-t#) wall t tiny
� c�
Vr- ( k )
V
Top
.8H
-625H
.500H
-.375H
.250H
.125H
0
0.0
_
0.1
00 1
0.2
0.
0-3
0 8.00
0.0 8:00
.0 8.00
O_D � DO
0.1 8.00
0.1 8.01)
0: B-00
0.4 8.00
4.00
4.00
4, DO
4,00
4,00
4.,OC
4,00
4.00
4
4
4
4
4
4
4
4
OK
OK
.OAC
OK0,
0 K
0 K
OK
OK
O, DOO
o.000a
O.Oo oo
0 c)1D
0. GOO 1
0-000
0, 0004
0.0006
Base 140 2.0 3.00 4.00
VV9111 base keY rain. thickness for shear (ire):
4
4.0
Old
0.0032
Fed OT[ E5 DATA..
0_0
: rUmharge
0
_04
FO13TING RE:SAR.
Toe __
3 Sec Gust 'Vinyl 3 peed - 90 m ph) : go
Exposure 18,C, D)
Bearing- Y
lb/ft
Pmin; 0.0033
pc: 0-0134
pidea-f: 0_0083
or 4/3 r Ca lc"d
8.8
Width:
2.7
jjMax.
Front face Rebar
TOe self wt. (k)-
0-
Embedrnent
Rebar
clepth (in.):
.
As (in fft)
bad
Toe{
8
in o.c-) inOK
r
Heel (in):
1
@ 18
dowel
length (in) ;
49
�OOTJ N G STABILATY,
#4
@0 18
QE�m
_ (Ib ft) .
t>a r ft
r (k -ft)
stem
600
1.00
O.
tooting
413
1.3,9
1
key
9
0,00
0_
soil heel
935
2-04
1.9
501.1 tae
147
0,33
0_0
: rUmharge
0
_04
0,0
t ota l
2094
1
FO13TING RE:SAR.
Toe __
3 Sec Gust 'Vinyl 3 peed - 90 m ph) : go
Exposure 18,C, D)
Bearing- Y
lb/ft
Pmin; 0.0033
pc: 0-0134
pidea-f: 0_0083
or 4/3 r Ca lc"d
Key depth be liow g (in) ` o
OK Key thickness (rrl)= 0
Tie to face of key (ire)-- 0
Concrete Footing f c (Psi): 2500
tot. of dowel split % I- Y {0.325
dowel d air. Into ftg key (Y/N)- n
dbpt. (in):
8.8
@ tote of wall (p f)-
1X24
jjMax.
Front face Rebar
TOe self wt. (k)-
0-
Vert.
Rebar
Har_ Rebar Vert_ Hor,
i.
As (in fft)
bad
(in of )
t>ar
in o.c-) inOK
1
0.00
##4
@ 18
#4
@ 1 _
OK
O.m
#4
@0 18
#4
@ 1
F.S. Overturning: 1,55
OK
mfddle 1/3-
0-92
OK
0. DO
9
13
#4
@ 1
l dm
licting force (): 0.9
OK
0.03
#4
@ 18
#4
@ 1 . _
OK
0.15
#4
@ 15
44
@ 1 _ _-
Key depth be liow g (in) ` o
OK Key thickness (rrl)= 0
Tie to face of key (ire)-- 0
Concrete Footing f c (Psi): 2500
tot. of dowel split % I- Y {0.325
dowel d air. Into ftg key (Y/N)- n
dbpt. (in):
8.8
@ tote of wall (p f)-
1X24
jjMax.
0.0134
TOe self wt. (k)-
0-
TrDe self wt- r
U (k)�
i.
Vu Q d (k)'.
C W
a. 9 Off.
MLI @ face (_.t .
1
P,
O,0003
As. (iTIlft).
0.0
Bottom hay""
Bot. bar -spacing (,ire o.c,),
13.0 (max.)
Project Name:
1 ftrng;
0.85
girl:
0.0033
jjMax.
0.0134
pideal"
0-0083
<'r 413 r Ga Iced
1prol-ect ,
ffiais: Date:
Total wt. ( kips : 2.1
mot (k -ft)- _0
e;
0-84
F.S. Overturning: 1,55
OK
mfddle 1/3-
0-92
a max"
2601 OIC
l dm
licting force (): 0.9
Sliding friaton ( : o..
Passive .i 4rsistance( ): 1.1 f1
FS, Billing.
O
Heel ...
1
d10 ( p0
9.8
F
Upward fa Ce of mil (p f):
a
,
Upward Qs @ cl (p=
0
5
:,
[Jpward R at ha l (l€),
o.o
-�
c
Vu
1. 9Top
HEEL
LU
bar-
A(_nVE
4 PASSeVF
TOP, bar spacing (In 0, CT
1a.0
(max.)-
.
1prol-ect ,
ffiais: Date:
RE11rEF'[]Rr,ED CONCRETE; RETAir41NG w,aiL
LO1�jra 0 : MaXIMUMW311
SCUL DATA:
Boit ,(P : 11() - Active Sbif Pre of
'Sliding friction coaff: 0.3 Rassive soil prLusstjre fps - 3 See. GuSt Mid S eed (,85-90 p
Harare Dn ball
F
M
f- = •_.COMMent _-
46
F1, Ubtft): 0 ��n k �Ids (dLT ID thift Bearing Increase WnY ,n
Concentric loads (LQ: 0 lb/ft
Wim►L�L Q UA:
ayiniu hei ht(retaining), H (ftp_ 5y0
pP in: O-OOZ33 or C .
r alc!
Rebar Fy WsO., 60 pmax-I 0.0134
center Febar(Y —2: y Channel
; -ideal; 0,0083
rebar ea face (/)?: n (YIN) : n
ail Vu (k) Mu (k -ft) mall t n rVert_ Rebar Hor, Reba
Front fRebar
c (k) em Ho
r-
S bar (in a_C.) bar in o_c..
Top � _ 4,00
fln
.875H O. , ! # G. 0000 0.00 4 18
x.00 4.00 Ofd OMOO O �#4 @ 1
94 18
8.00 4.00 4 OK '0MOO OK 0.00.�_.._
.6251 -1 0,1 8.00 4.00 4 OK 0-01 4 IS #4 @ 1 L_
-500H 0-3
�fJ 0. 8.00 4.30 4 Q 0,0004 Jj�' �jr � - �._
.375H 0 _ O.5 ,�f��'yJyJ ;j''�.I� C�(� 'JT.F `j'�I r['�]'j�I f2�(y � _ � y� - • �- la 912
,1�� +�i�i VaL. V'LF 4�" OK �,�1 Yui
OK 0,001 0-06 #4 @ 1B
Base 1.8 4,8 8,00 4,OD 4 O
a l l base key rola n thickness for shear (in).- 4, 8 -�- ---
PO D" N 0 DATA.,
Widt# : 4.100 fey depth be;uw ftg M). 0
Thick, (in.), 12 OK Key thickness (in), 0 P1 footjng: OM
Emb dimenj depth im.: 3 face PMin: D.00Y33 or 413 r c!
ed
COncrete Footing t' (psi) : 2500
Heal in)-, 24 ]or-. of dowel splice ��'� �pideai: OM83
dOweJ dent (in): 7 .
do ei de . JntO ffg key (YIN). n
Iters Wt- Obiff) xbar (ft-) Mr (k -fl) OvertuGlnin
stem 800 "' Soil Pressure (Pso ;.
O(ai vd, (kiRS)" .
footing 600 2,00 1.2 X., 1.09
sorl heel 1760 100 5., F.S. Dvertuminc,' 1.88 Middle la 1-33
-soil Joe 293 0-67 0.2 OK max. 2116 O
surdiarg 3.00 0.0 ire:
'lith ng —
t0t8l 3453 8-0 Sliding force (k): 1-4
ii lir9 fri-- fon (k). 1,
PasslVe resistance( k);- 11
FOUTI ria Zi R E e A Rn F.3- sliding- 152 OK
Toe , ..
drop fire: 9.8 ,
face Of W211 (p s : 1252 Upward Q s g face of r
Toe self, kvj Upward Q 5 @ d (p' ): 292 ._
LU
VC M: 8.9 OFA u 9 d (k)- 1,
U @ face (k -ft), _ 0.0009
p: OM07
Bol_ bar s . a i Top bar.- 4 ��a�r��� � �f� �l�lr
g (art o.c.ti; ia.g I:Max,) �
Top- bar spa Irl,in o.. c. ' 18.0 (max_)
Froie t Name
Protect
f Initials:
ISheef.