0010-282 (BLCK)LICENSED CONTRACTOR DECLARATION' ;
I hereby affirm under penalty of perjury that I am licensed under pr6visions of -
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License #, tic. Class, Exp. Date
• ti
V/Date f�"ia� Signature of Contractor 4U
u
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure Is not Intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( . ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
(,i)` I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued: My workers' compensation insurance carrier & policy no. are:
Carrier Policy No.
ZRNITH INSURAN CT. Z0420)6?104
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code, I shall, foq:hwith comply with those provisions. ,
ate: u Applicants
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his .
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnity
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
Signature (Owner/Agent) i '� - Date
T�
BUILDING PERMIT? r { - PERMIT#
DATE VALUATION 'LOT. VwA��-rii« TRACT `5 ,
•, = i
f' ,r',"$� d >ti ;R'lr�.7£t�f i[� . :d?. 7q�:,t.7C` 7 -
JOB SITE +
ADDRESS
APN
'��^�''�'P.I?'�1�'w�"i�.�.�;�9'.�x�..Clt.
'ro'i;�••��i4'k-Q1d.3S%
OWNER
CONTRACTOR / DESIGNER / EN (NEER
R.0,;,i'Y' A SHARON FRYE,
�°fJ12�C3r(C�➢�� ;;1�t�7C�Yf3:t� f°�.3, '
P 0 33 ox 67, 521
753-120 CAVE ENST D0 §206
RAWC.`E O SAWAFE Cts, 9206?
LA QMTA CA. 92,253,
C760)'777-7611 'CIVLO. - 3751
,
USE OF PERMIT
GMMI. s$C rJ Ci
40 LF X 4' P I,,`fAJN1'N!0 CV RRDZ'N 1 AI,L
4 FF, WALL a
X51MIATE'D COST OF COYSTSTRUMOX
'FFRI 3C:1s'Ta 53EyAWARY
CONSTRUCT1041) FIER 101.000.4 N 8.00K)
v �
s�
a '
d
R
-
9
'
3 2
OCTIN
00
S WA:. C��:K:S:�z TICT t. N .AND P CR.��:.
��
TQTai':, :F'.��4�'?oU:S° "a3.sS DUE NOW
$19.00.
i ;i
RECEIPT
DATE
BY
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL
APPROVALS
Steel
Set Backs
Footings
!Q _ 3 1_ 64c0 Cj 7
Electric Bond
Main Drain
Bond Beam
— -0.0 :57
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines ,
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
ESIt.FAE,I`nc.
STRUCTURAL ENGINEERS & CONSULTANTS
S MEMO LETTER
MEMO LETTER NO. 0'0=08-24
PROJECT "FRYE RESIDENCE" DATE :. Aug. 30, 2000
PROJECT NO-: 499-9107
DEVELOPER, :.=MR. & MRS. FRYE CLIENT. NO : Frye
{� FILE NO : 9107MO5
ARCHITECT STEIN AND,ASSOCIATES SHEET NO :1 OF 9
ATTENTION: DUANE VALENCIA,t
REGARDING: 1) -Per your:reque`st, the following sheets are`retaining wall details for the
above named,projeet.
CITY-0Fr .A`.ouINTA
BUILDING &SA,FETY DEPT.
VE
FOR CONSTRUCTION
PATE 1D 3►" BY
, -;off ICS 5ef
Thank .you for -;your cooperation on,this' matter. If you have any questions,
please do not'hesitate to•"give us a calla
ISSUED..BY: COPIES TO:
ESI'/ F M E INC.
�(-fax) Stein and Associates
STRUCTU ER$ * ..:Attn: ,..uane Valencia'
(760)M61-1896
BY:
coo
C
Dan y,
for ESI/F
1800 E. 16th Street, -.,,Santa'Aha, CA 92701. (714) 835-2800; Fax (714) 835-2819
1, If MtiE�, -'I,h.c
STRUCTURAL,ENGINEERS
wK. & MKS. F-KYE KE51UE_NCE"
La Quinta,. California ,.
Sheet
Date 8730-00
JN. 499-9107
SPECIFICATION FOR RETAINING WALL
1.
CONTRACTORS. SHALL' VERIFY. ALL
DIMENSIONS AND CONDITION ON'. JOB.
t.
2.
TYPE OF SOIL: •BEARING VALUE SBJCT, TO
19. UNLESS OTHERWISE
BUILDING INSPECTOR APPROVAL.'P
-SPECIFIED.
CON,TINUOUS INSPECTION IS REQUIRED.
3,
ALLOWABLE BEARING'—VALUE/500 PSF. .. , '
jf
1.6. CELL WAILS CROSS WEBS WHICH
'
MAXIMUM TOE PRESSURE"]S ^' PSF.
/S '".
.ANCi.
FORM CELLS. TO, BE -PILLED SHALL BE FULL
4.
EXTENDED, ALL FOOTINGS' 12- MINIMUM: BELOW
BEDDED:. IN"MORTAR.TO'•PREVENT LEAKAGE
UNDISTURBED'.NATURAL .SOIL.°
'OPu CONCRETE, AND ALL: JOINTS AROUND
S.
CONCRETE TO BE 'MACHINE, MIXED I 2-1/Z.:
f SUCHt'CELLS SHALL BE STRUCK SMOOTH.
.
3 I/2 .MAXIMUM' OF 1 1/2'GALLONS , OR WATER"
' IL. CELL" SHALL`' BE 'FILLED ;WITH CONC.
PER SACK OF, CEMENT;•.GRADE -C"'-CONCRE—..
IN LIFTS NOT TOS EXCEED A HEIGHT 0�,
TE.' CEMENT TO BE` TESTED;• tc a`2.000',PSI.
.,
• 1
�4'-0• IF''OVER �4'=}O , ' PROVIDE CLEAN
BLOCKS'USED�FORtiTHE,.,.
-HOLES -,,AT,,
HOLES AT BOTTOM OF EACH CELL AND AT
.
CONSTRUCTION ,OF RETAINING; WALLS SHALL.
EA.', LIFT 'OF.-CONCRE TE. ALL MORTAR
BE LIGHTWEIGHT, UNITS FANOtSHALL
'FOR '
CROPPINGS 'OR .DEBRIS .SHALL BE REMOVEC
•
CONFORM TO "THE REQUIREMENTS, .
GRADE W UNITS OF-•ASTM•,SPECIFICATION.
FORM •CELLA AND CLEAN—OUT- HOLES
C-90 (LATEST REVISION).
SHALL;.EE: SEALED, BEFORE CONCRETE
IS PLACED -'`
'1.
TYPE 'S- MORTAR :l PART. CEMENT. 3
' WALL SURFACES
11. IMPERFECT JOINTING AND
PARTS. SAND, I/9 PART".: LIME„ PUTTY.;
-
.
.EXHIBITING DEFECTIVE BLOCKS WILL BE
8.
COPING:.1 PART CEMENT, 3 -'PARTS SAND.
REJECTED .AND sMUST BE PLACED AT NO
COST TO .THE OWNER.
9.
REINF=ORCING STEEL: SHALL BE INTER
' " '° r
MEDIATE'. GRADE DEFORMEC>:BARS'SHALLRETAINING:WALLS,,
ARE .NOT DESIGNED
CONFORM TO ASTM A SPECIFICATION. xA`=: 350 j
FOR.f'SURCHARGE OF . PAVINGr EQUIPMENT.
(LATEST REVISIONS) AND A-LI5 - (LATEST
EQUIPMENTS SHOULD;' BE KEPT BACK FROM
REVISION).
TOP OF. WALL, A! MINIMUM DISTANCE
10.
ALL REINFORCING STEEL -TO '.LAP WHERE
QUAL"TO HEIGHT
E'OF WALL ABOVE.
-SPLICED X40 DIAMETERS WITH ;A MINIMUM
I °
FOOTINGS.`
.j A
LAP OF 244. •.: s .
I"
`
-19. BACKFILING .SHALL NOT BE STARTED, FOR
11. ..
REINFORCING ' BARS• -SHALL5 -RAIGHT
AT •L"EAST SEVEN .DAYS AFTER THE PILLING
.B
AND SECURED ACCURATEL'Y,IdN. POSITION.—
OF... THE.CELL,WITH",CONCRETE. .
12.
VERTICAL MORTAR JOINTS.SHALL_ BE
20. -DIMENSIONS AND' NOTATIONS SUPERSEDE
STAGGERED AND ::ON" BLOCKS .
SCALE OF . DRAWINGS:
.CENTERED
OF". EACH COURSE.,DIREGTLY, BELOW: ALL'. r
CELLS SHALL BE VERTICALLY- ALIGNED "'A
21. FOR�VALLS ,WHERE. CONCRETE SLAB IS USED
.
SO AS -7O MAINTAIN A 5X5 MINIMUM;'CONC
TO ',SECURE •STOP OF.�WALL, ADEQUATE
VERTICAL STUD. M 1/2 x -8 I/7,7,FOR' 12-
TEMPORARY SHORINCa. SHOULD BE PROVIDEC
.
CONC.BLOCKS.)
`PRIOR TO.. BACKFILLING:,
13.
CALL BUILDING DEPT. FOR,•INSPECTIONS
22:�PROVIDE •2" x-1 ;MIN.KEY AT -BOTTOM . _.
WALL FOOTING. UNLESS
BEFORE AND AGAIN
OF {INTO SLAB
POURING FOOTINGS"
PROVIDED AT LOW END OF WALL:
BEFORE FILLING 'CELLS WITH CONCRETE
CELLS SHALL BE VERTICALLY ALIGNED. ,'
"MR. & MRS. FRYE',,RESIDENCE""
' La Quinta; California' .
r
y
`
i
slO. Ss'es.4 L .
"�4''v�e
r
t • _
3'L.d i c
A$ SHOwA�/
/A
3
.. Woe" a
a
Date 8-30-00
JN. .499-9107
ESI/FME; INC.
Title:
Job #
1800 16tH
Street
Dsgnr. Date: 4:50PM, 30 AUG 00
,. Santa Ana,
CA: 9270.1
-Description': RETAINING WALLS
-
.TEL (714):835
2800E -' .
Scope
FAX (714) 835-2819
R
Re°.51°°°1
:Cantilevered RetainingWall a
Page 1
I
Description 4'4;-HI°RETAINING WALIJ ERY RESIDENCE ,
j General ,
:�;, Soil -Data
Retained Height . _
' "` 4.00 ft
" Allow`Soil'Bearing _
= 1,500.0 psf
Wall he,iglit above retained soil .. _
<`:0:00 ft
F Equiv`•alent„Fluid,Pressure Method
Slope Behind'Wall =
0.00':1
Active Soil Pressure - Heel'Side
= 30.0 psf
Height of Soil'oVer Toe _
4.00 in '
Active .Soil Pressu(e.- Toe Side
= 0.0 pcf
Using AASHTO Concrete -Load Fac
: ;'PassiV6 Pressure
= 200.0 pcf
Soil Density _ 1'10.00 pcf
'.. Water table'heigN'over heel
= ,.0.0•ft
Footing,Data
= '� R ; ; I LSliding;Data
Toe Width =
":b.60 ft ..,Friction, Fact&,,'@`Footing'&Soil`
_ 0.450
Heel Width =
:'' 2.00 ft,,. ``
':neglect -ht. for passive , '
= 0.00 in
Total Footing Width =
2.501,.
Footing Thickness _
r 12.00 in
Lateral Sliding;. Force,
511.4 lbs
.' less Passive Pressure Force
= - 177.8 lbs
Footing, Key Data'
less Friction'Force
= . - 641.4 lbs
Distance,from Toe.
00 ft”,
Added Restraint Force "Required
= 0.0 lbs
Width . ;w .. =
0.00 in. .
Depth _
' 0:00 in
= r
Surcharges
;, ; r
•,� Y .Axial„Load'Applled To Stem
,
Surcharge Over Heel _- f. 100:0 psf
.,Axial Dead Load ` '•-
= 0.0 lbs
Surcharge Over Toe =
0.0 psf
Axial Live Load.
= 0.0 lbs .
Axial Load Eccentricity
= 0.0 in
.
LFooting Design Results .
fc =
;2,500 psi
Minimum Footing Rebar.Options......
Fy
Minimum As %
40,000 psi
0.0018 ;.
Toe Side:.....
Heel Side....
Rebar Cover @ Top! ` _
2.00•;in.
Not req'd
Not req'd
Rebar.Cover @ Bottom, =
3.00 in
Mu < S " Fr
Mu < S " Fr
Upward Soil Pressure Under Heel,Omitted
Toe.
Heel ' • > "
ACI Factored Soil Pressure _•
1,61^9
0 psf;-
Mu' : From. Upward Loads =
325
.,252: ft-#.
Mu": From Downward Loads _.
54 .
1,009 ft-#
Mu: Used`For Design ` _
271
757 ft-#'...
Key Reinforcement:
Not Req'd = Mu<S"Fr
Actual One -Way Shear -
5 88 t
,7:04 ,pSi11,
Allowable One -Way Shear =
85.00
85.00 psi
t
(c) 1983-98 ENERCALC
e:\files\2177\retain:Calcul6tions, KW -060846, Ver 5.0.6, 15 -Jul -1998, Win32
J.
A—,.
_
Rev: 510001
Description
ESI/FME,-INC-. Title : Job #
1$00 16th Stri?et Dsgnr.. ` . Date:' 4:50PM, 30 AUG 00
Description•:. RETAINING WALLS
Santa Ana, CA"12701
TEL (714) 835-2800 Scope':
PAX, (714) 8354819•
Cantilevered Retaining, Waif Page 2
4'-0" H[ RETAININGWALU F•RY RESIDENCE
L Stem Design -Construction
Design Summary;
Tog Stem
'�
Total'Bearing Load'. :. -.
1,425 lbs
Summary of Stem Section -Designs
...resultant ecc. _.
5.84'in
,Top: 8 in Mas, #4@16.00 in@Edge, From 4.0 ft to 0.0 ft
Soil Pressure @ Toe = 1,245 <_.
1,500 psf,
2nd`.: 8 in Mas, #4@16.'00 in@Edge, From 0.0 ft to 0.0 ft
Soil Pressure-,@ Heel = 0 -
1,500.psf -
.
8.00 -:in
ACI Factored Press @ Toe =-
1,619 psf'.:
ACI Factored Press @. Heel.
16.00 in
16;00 in
Footing Shear @ Toe _ .5.9 <_
85.0'osi
Edge"'.
Footing Shear@.Heel _ . 7.0• <=
85.0 psi'• •
WALL STABILITY RATIOS
0.594
0:594::
Overturning Stability. Ratio =
'2.13 :.
349:1',Ibs'
Sliding Ratio Ratio- _
"' 1.60
538.2'ft
L Stem Design -Construction
Tog Stem
2nd"Stem°"
Design location for stem is at
Stem OK
Stem OK
.'this height above footing �:. =
0.00 ft
0 00 ft'
Wall Material Above. "HV =
Masonry
Masonry; . _• .'.
Thickness =
8.00 in
.
8.00 -:in
Rebar Size =
# - 4
Rebar Spacing =
16.00 in
16;00 in
Rebar Placed at =
Edge .y
Edge"'.
Design Data
fb/FB + fa/Fa _.
0.594
0:594::
Total Force @ Section
349.1 lbs
349:1',Ibs'
Moment.... Actual =
538.2 ft-#
538.2'ft
Moment..... Allowable =
905.4 ft #"
.905.4-17#17.1
Axial Stress.... Actual =
3.4 psi
3.4 psi;:, -
Axial Stress..... Allowable _
146.5.90
,' 146.5" psi -,
Shear.. -::.Actual =
6.10 psi.
6.10 psi
Shear..... Allowable =
19.36 psi'••_1,9i36;.psi-,
Bar Embed.ABOVE Ht. _
12:00 in
, 12.00 in
Bar Embed BELOW Ht. _ .
12:001n
6.00 din
Wall Weight =
78.0' psf
,. 78,0 psf.
Rebar Depth 'd' =
5.25 in
5.25 in
Masonry Data
fm =
11500 psi,
1-,500 ;psi .
Fs =
20;000`psi
26,000 psi
Solid Grouting =
Yes'
Yes
Special Inspection _
No.
No
Modular Ratio 'n' _
25:78'_.25:78,
^
Short Term Factor =
1.000 ',:;:
, 1:000
Equiv.'Solid Thick. =
,
7.60 in
.7.60 in
Concrete Data
Fc =
psi •°•
_
Fy
(c) 1983-98 ENERCALC e:\files\2177.\retain:Calculations KW -060846, Ver 5.0.6, 15 -Jul -1998, Win32
• ESI/FME INC. Title :
- Job #
180016th Street Dsgnr • ° Date: 4:50PM; 30 AUG 00
Description -RETAINING WALLS '
Santa Ana, CA. 92701"'
TEL "(714) 835=2800 Scope t
FAX (714) 835-2819
Rev: 5'000' Cantilevered Reta�ning;':Wall'
Page 3 '
ate,.
Description 4 _01.HI`;RETAIM'N'b WALL/ FRY RESIDENCE d .
Summa-iy of Overtuirnin' 4Aesisting_,Forces & Moments
�v
.....OVERTURNING..... ...;.RESISTING.....
Force Distance Moment Force ,.;
Distance
Moment
Item lbs' lbs
ft
ft-#
Heel Active Pressure ' = 511:4 fi:89 965.9
Soil Over Heel 58.6,7
1.83
1,075.6
Sloped -Soil. Over HeeF _
Surcharge Over Heel = 133.3
1.83
244.4
' Adjacent Footing Load =
Axial Dead Load on Stem =
0.00
Toe Active Pressure = 0.44*" '.
Soil Over Toe18.3
0.25
4.6
Surcharge OverToe _
Stem Weight(s) — 312.0
0.83
260.0
Earth @ Stem Transitions =
Footing Weight _. 375.0
1.25
468.7
Key Weight =
Vert. Component =
Added Lateral Load
Load @'Stem Above Soil =
TOTALS' _ 511.4 lbs,O.T:M: = 965:9 1;425:3
R. M. =
2,053.3
;Resisting/Overturning Ratio =
2.13
Total used for.Soil Pressure , _ ,1.,425.3 . (+ Axial,Liye Load . -, Vertical Soil Component)
.Vertical component of active ptiessure:used: or'soil-pressure
Toe Surcharge Used To Resist Overturning •
Heel Surcharge Used To Resist Overturning .'
(c) 1983,98 ENERCALC e:\files\2177\retain:Cal6ulatibns KW -060846, Ver 5.0.6, 15 -Jul -1998, Win32
'ESUFME, INC:
Title i
Job # ,
18111 00 16th. Street:
Dsgnr , Date:
5:00PM, 30 AUG 00
Santa'Ana, •CA. 92701,
Description : RETAINING WALLS
,.
TEL'(i1`4), 835.-2800'
Scope :h
FAX (714) 835-2819; .
k
Rev: 510001
Restraln ed.Retainih` Wall ,'
.Page 1 ,I
Description RETAINING WALL AT ENTRY STRUCTURE FOR'FRYE;RESIDENCE
LDesign Input
k
General:....
, .
Soil �Values.:..'
Retained Height
4.00 ft. '
Allow_S611bearing
1;500.0 psf
- Active Fluid Pressure
55.00 pcf
Ht Above Top• Support .
0.00' ft
Design Active'Pressure
55.00 pcf
Dist. To top -Support
4.00 ft
-Passive Pressure
200.00 pcf
Total Wall Height
4.00�ft'
Soil: Density, :..
110.00 pcf
Slope Behind Wall
0.00 -,: 1
Height, of Soil over Toe
4.00 in
1
Loads
Surcharges.:.
r
Surcharge Over Toe
0.0'psf,
"`Load°@stem.ab'ove soil.
0.0 psf
Surcharge Over Heel
100:0 psf
Added Lateral Load on,Stem
Axial Load Applied to Top Stem.:..
Lateral Load
0.0 lbs'
,*Axial Dead Load' •
100.0 lbs
...Height to Top
awft'AxialLive
Load
100.0 lbs
...Height to Bottom
0.00 ft
Axial Lo'687Ecc
0.0 in
Summary.
Soil Loading Results...
Footing & Key Sizes....
Total 'Bearing Load
1,612.83 lbs
Toe Width. 0.50 ft Key Dist. 0.00ft
...resultant ecc.
2.44.in
- Heel Width, 2.06 ft Key Width 0.00 in
Soil Pressure @ Toe
959.9 psf• -
Ftg Thickness 12.00. in Key Depth 0.00 in
Soil Pressure @ Heel
330.4 psf
Footing, Results:.. `
' Allowable Soil Pressure .1,500.0 psf
Factored Press @:Toe
1,361.7 psf
Soil. Pressure OK
Factored Press @ Heel.
468.7 psf
Stability Ratios...
Mu;Design @ Toe.
130.1 ft-#
'OTM Ratio
4.270 :A.00. Mu:Design @ Heel
300.9 ft-#
Overturning >= 1.50
Footing, Shears:
SlidingOne-Way
Ratio
Slab Resists: Sliding ; 1.00. ` Shear @..Toe
0.006 psi
Sliding >= 1.5 OK
•
.Shear @Neel..
2.241 psi
Allow. Footing.Shear
93.113 psi
Ftg Shear:OK
Masonry Stem Design'
Thickness8:00
in 'fm
` '. '1;500 ;psi Medium:;Weight
Wall Weigh
78.0 pcf Fs -
24,00_0 y 24,000 psi Solid :Grouted
Short Term1.000
Em = fm." '•750.0 No Inspection
Maximum Moment occurs at 1.78 ff- .'above* footing: -' t
TOP . .8*Ht
6*Ht . ' 4*Ht ' • .2*Ht
Bottom
Distance°above footing
4.00 ft. 3.20 ft
`,'2.40 ft 1.60 ft '0.80 ft
0.00ft
Bar Size {
4 4,
4, 4 " 4
4
....Spacing,
32.00.in 32.00 in •
''S ' 32.00 in ' 32.00 in 32:00 in
32.00 in
Location
Cntr' Cntr . °
_
Cntr Cntr `Cntr
Cntr
....Rebar depth
3.81.in 3.81 in
3.81 in 3.81 in 3.81 in
3.81 in
Stress-Ratio
0.015 • 0.440
r 0.729 0.804 0.596
0.038
(c) 1983-98 ENERCALC
E:\FILES\21.77\RETAIN.ECW:Calculations KW-060846, Ver 5.0.6, 15-Jul-1998, Win32
• ESI/FME, INC. Title
Job #
,
-180016th-Street Dsgnr: Date:
5:OOPM, 30 AUG 00
Description: RETAINING WALLS
`-Santa>Ana, CA.',92701 ,
{ TEL (71;4) 835=2800 Scope
FAX (714) 835-2819
J.
Rev: 510001. S ' ��..,• <Res&ainedfRetaining Wall' '
Page 2'
JT
` Description . RETAINING WALL AT ENTRY .STRUCTORE FOR FRYE;RESIDENCE
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Stress Ratio is,maximum of.. (fa/Fa'+ fb/Fb -or- fv/FV)
Moment.... Actual O:O ft-#. 174.1,ft-# ,. 292.114 321.3 fl:-#. 233.3 ft-#
O.Oft-#
Moment..... Allowable 414.0•ft-# 414.0 ft-# 414.0 ft-# 414.014 414.0 ft-#
414.0 ft-#
Shear..... Actual' 2.7 psi 2.1 psi 1.1: 'psi' 0.3.psi'. .2.1 psi
,4.3 psi
•
. Shear ..... Allowable 27.4 psi 27.4 psi:. 27.41psi:. 27.4 psi 27.4'psi
27.4 psi
Footing..
Footing Dimensions... Item ." = k, ':Toe p,
Heel.
„
Toe Width 0.50 ft , Soil Pressure; unfactored 959.9
330.4 psf
Heel Width 2.00 ft ...Allowa6ie 1,500.0
1,500.0 psf.
....Total Width 2:50ff ACI'.Factored Soil Press ` 959.9
330.4 psf
Footing Thickness 12.00 in Mu"`. Upward Loads ' 162.8
557.7 ft-# .
Min As % 0.0014' Mu' :,Downward Loads 32.7
858.7 ft-#
fc 3,000'psi Mu : Used: F.or Design 130.1
300.9 ft-#
Fy 60,000 psi Actual' 1 -Way Shear 0.0
2.2 psi
Bar Cover In Heel . 325 in Allow 1=Way Shear.." 93:1„13
93.11 psi.
In Toe 3.25. in.
Toe Rebar Selections:.: #4,@ 16.3in; #5 @ 25.'3in, #8 @ 35.9in, #7 @ 48,Oin; #8 @'48.0in, #9 @ 48.Oin
Heel Rebar Selections ... #4'@.16.3in, #5 @ 25.3in, #&@ 35.9in; #7 @ 4&0in;.#8 @ 48.Oin, #9 @
48.Oin
Sliding
Summary of:Sliding Forces:.. Key`Diiriensions:.
Lateral Pressure@'Base of Footing OffIbs'. :Key Depth '
0.00 in
less Passive. PressureForce 0.0 lbs • Key Width,
0.00 in
less Friction Force'. `P 0.0 lbs Key Distance from Toe
0.00 ft
Added Resisting Force Required 0.0 lbs
Soil.over toe to neglect for
Sliding Factor of -Safety Slab Resists • : •1.00 ; , passive --pressure calcs
0.00 in
SIabDResists Sliding Footing/Soil Friction Factor
0.450
Restraint Req'!,@ Top Support. 246.6 lbs, ,
Resisting Moment Summary
Force
Item... Vertical `Lateral Distance Moment
Shear @ Top of Footing 390.36 lbs 1.00 ft,".
390.4 ft-#
Moment @ TOF from Stem Fixity,
ft-#
Active Press. @Heel Side ..297;50 lbs 0.48 ft'
144.2 ft-#
Active Press. @ :Toe Side '.45.83 lbs 0A0 ft;
-18.3 ft-#
Soil Wt. over Heel ' "-586.67dbs 1.83 ft
-1,075.6 ft-#
Surcharge over. Heel -133.33 lbs. 1.83 ft
-244.4 ft-#
Footing Weight' -362.50 lbs 1.25 ft
-453.1 ft-#
Stem Weight -312.00 :Ibs 0.83 ft
-260.0 ft-#
Applied Axial Load @ Stem -200.00 lbs '0.83 ft
-166.7 ft-#
'Soil Wf..over Toe :-18.33 lbs 0.25 ft
-4.6 ft-#
Surcharge Load @ Toe lbs ft
ft-#
Totals 1,612.8 lbs
-1,688.2 ft-#
Overturning, Stability Ratio :
• f
4.27: 1
(c).1983-98 ENERCALC E:\FILES\2177\RETAIN.ECW:Calculations KW -060846, Ver 5.0.6,15 -Jul -1,998, Win32
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