06-2489 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/29/06
Application Number. `0'6-=00002489-; Owner:
Property Address: . 461130 WASHINGTON ST WASHINGTON 111 LTD
APN: 643-020-999-3 -30903 - C/O JACK TARR
Application description: WALL/FENCE 30240 RANCHO VIEJO RD. STE. B
Property Zoning: REGIONAL COMMERCIAL SAN JUAN CAPISTRANO, CA 92675_
Application valuation: 15375
Contractor: p a
¢Applicant: tArchitect or Engineer- W . L BUTLER CONSTRUC , NC. c
T7�1/.tCNLZ. /%lQ�✓�-�S 7 GOODYEAR AUG. 3 Q ZOUL1
/ IRVINE, CP. 92618 U
C'2774,1, (949) 587-2206
/ TY OFlAQU1NTA
Lic. No.: 355353 CI
FINANCE DEPT
_ LICENSED.CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION -
"` I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: '
Section 7000) of Division 3 of the Business and Professionals Code, and my. License is in full force and effect. - _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: B License No.: 355353 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
. . _ -.. .. issued. -
Date: Contractor: - _ 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
OWNER -BUILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of'perjury that I am exempt from the Contractor's State License Law for the Carrier ABD INS Policy Number 71WC12012701
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any -
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, '
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section-.
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or�01the Labor Cotle/� shall forthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031:5 by - `
(l,' /l
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: *�• n rranr• t 7l !/ /'�� _ -
(_) 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 and Professions Code: The '
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her ownemployees, provided that the -
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1( ) I am exempt un/der Sec. B.&P.C. for this reason
d Date:
CONSTRUCTION LENDING AGENCY "
hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPEn11T
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND -
DOLLARS (5100,000).. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES, AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
�of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
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 county ordinances and state laws relating to building construction, and hereby authorize representatives
of tcounty to enter upon the above-mentioned property for inspe on purpos
a ,/
�6 te: v/ �D gnature (Applicant or Agent):
LQPERAITT
Application Number 06-00002489
Permit . . . WALL/FENCE PERMIT
w
Additional desc RET. VARIOUS HGTS. 0-12FT.
Permit Fee . . . . 171.00 Plan Check
Fee
00
Issue Date . . . . Valuation
. . .
. 15375
Expiration Date 2/25/07
Qty Unit Charge Per
Extension ,
' BASE FEE
45.00
14.00 9.0000 THOU BLDG 2,001-25,000
126.00
- ----
Special Notes and Comments
615 LIN FT.RETAINING 0-12FT.WALL AT
PERIMETER OF RETENTION BASIN -TRACT
`
_"32683-3 PHASE 3B. 2001 CBC.
"
Other Fees, . . . . . . . . . STRONG MOTION (SMI)
- COM
3.22
Fee summary Charged Paid Credited
Due
" Permit Fee Total--• 171.00 .00
00
171.00
Plan Check Total ._00 .00
.00
.00_
Other Fee Total 3.22 .00
00
3.22
Grand Total 174.22 .00
.00
-174.22 r
LQPERAITT
I-
t
I IFTota1Pe,m1iFees
PC) C_ -/OG Coo*
2- 06-- jb� 7/�5 21 cuep.
G122/o6 , 12P. (&;Mree,. Sher �;,Awng s/'1/off' > a,�� cvFx 8/�B/ok
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.bio
City ofla-,Quihita'
Building .a Safety Division
P.0; Box 1504, 78-495 qj1e Tampico.
La Quinia, CA 92253 - (760) 777-7012
-Building -peribit Applicatio n and Tracking $heet.
Perinitfl
-'a� .��q
Project Address:,
rA.
Owner's Name:
P., Number:
Address: -011g
Legal Description:
City?STZip:- n
Contractov.
Address: -
Telephone: .271 2117
Project Description:
City, ST, Zip:
6`
State Lie. #.:
Arch., Ehgr., Designer
City Ljc.'#:
2, !jjAA
0
ag:f=
Address:
A
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
l[ SGti
-2-
Constru.ctio.n. Type: �tI14 Occupancy:.
Project type (circle one): New Ad&n Alter Repair Demo
1�i� Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated of Project:
APPLICANT: MO NOT WRITE BELOW THIS LINE
Submittal.
Req'd
Rec�d
TRAC IMG,. j PERMIT FEES
Plan Sets
Plan Checksubmitted Item
Amount'
Structur"al'Ciles.
Reviewed, ready for corrections .-PlapCheck De it
'TOSI
Truss Caics.
Called' Contaet Person Check Balance
Energy Cilcs.
Plans Pickel.up': Construction.
Flood plain plan
Plans resubmitted - 617 ..Mechanical'.
Oradingplan'
'T'4 Review, readyfor sue Electrical '.
.$ubcontactor. List
Called Contact Pe rson Plumbing
Grant Deed,
Plans picked up S.M.I.
H.O.A. Approval,
Plans resubmitted Grading
IN HOUSE:
Review, ready foricior . rectionsrissue Developer Impact Fee.
Plannih g Approval
Called Contact Person
.Pub.- Wks. Appr
'Date of permit issue, -
:School Fees
I IFTota1Pe,m1iFees
PC) C_ -/OG Coo*
2- 06-- jb� 7/�5 21 cuep.
G122/o6 , 12P. (&;Mree,. Sher �;,Awng s/'1/off' > a,�� cvFx 8/�B/ok
19f2
KEN OKAMOTO & ASSOCIATES, INC.
STRUCTURAL. - EN G I -N E ERS
IK STRUCTURAL CALCULATIONS
PROJECT: WASHINGTON PARK SHOP 4 JOB#: 06104
RETAINING WALL LA QUINTA, CA
CRITERIA: CALIFORNIA AND/OR LOCAL BLDG CODE, LATEST EDITION
MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN: .
CONCRETE: 2,500 PSI AT 28 DAYS. -
CONCRETE BLOCK: GRADE N, MED. WT. UNITS, ASTM C-90.
REINFORCED STEEL: 20,000 PSI (ASTM A615, GRADE 60).
STRUCTURAL STEEL: 24,000 PSI (COMPACT)i(ASTM A-36).
STRUCTURAL PIPE: 22,000 PSI (ASTM A-53, GRADE "B").
PLYWOOD SHEATHING: DOUGLAS FIR, STRUCTURAL 1, P.S. 1-95.
GLUED LAM. BEAMS: 2,400 PSI (D.F. COMB. "24F').
LUMBER: GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 17.
SOIL PRESSURE: SEE FOUNDATION PLAN FOR COMPLETE DATA.
DESIGN REFERENCES: INCLUDING CHARTS AND TABLES FROM:
LUMBER & TIMBER: WOOD STRUCTURAL DESIGN DATA (VOLUME 1),
NATIONAL LUMBER MANUFACTURERS ASSOCIATION
STEEL: MANUAL OF STEEL CONSTRUCTION, AISC.
CONCRETE BLOCK: CONCRETE MASONRY DESIGN MANUAL, CONCRETE
MASONRY ASSOCIATION •
CONCRETE: ACI DESIGN HANDBOOK
pFESSIpNq� '
o
r� yOp Zm 7/4 - �6 b
BY: DATE:
• � Exp. 123107
v
ucl
Tq OF CP��F�
i
3186-F AIRWAY AVE. . COSTA MES
(714) 444-2122
K
KEN OKAMOTO & ASSOCIATES
STRUCTURAL ENGINEERS
31G6 -F AIRWAY AVENUE
COSTA MESA, CA 92626
(714)-444-2422
Title:
Dsgnr:
Descr(ptton:
Scope:
Job # 06104
Date: 11:36AM, 26 APR 06
'
Rev: 510300
User:KW-080592,Ver 5.1.3.22Jun-1999,WIn32 Cantilevered Retaining Wall Design
'obs\06104.ecw:Calcul
Page 1
(c) 1983.99 ENERCALC
:den ineerin \ecalc\06
Description WASHINGTON PARK SHOPS 4 6'-6" HIGH RET. WALL 9,19U.-U)Ml
1r5V(� tG° O.0
�'Sk �4s�o.c •
Criteria
)'Soil Data
` Footing Strengths & Dimensions
Retained Height . _ 6.50 ft
Allow Soil Bearing = 2,000.0 psf fc = 2,500 psi
Fy = 60,000 psi
Wall height above soil = 0.50 ft
Equivalent Fluid Pressure Method
Min. As %
= 0.0012
Slope Behind Wal = 0.00: 1 :
Heel Active Pressure - 35.0
Toe Active Pressure = 0.0
Toe Width
= 1.83 ft
'
Heel Width
- 2.83
Height of Soil over Toe = 6.00 in
Passive Pressure = 250.0 .
Total Footing Width
_
Soil Density _ 110.00 pcf.
Water height over heel = 0.0 ft
Footing Thickness
= 12.00 in
FootingllSoil Frictio( = 0.400
Wind on Stem = 0.0 psf •
Soil height to ignore
Key Width
Key Depth
= 0.00 in
= 0.00 in
for passive pressure = 0.00 in
Key Distance from Toe
= 0.00 ft
Cover @ Top = 3.00
in @ Btm.= 3.00 in
Desion summary
Stem Construction Top Stem
Stem OK
Total Bearing Load 3,167 lbs
Design height ft=
0.00
...resultant ecc. = 0.47 in
Wall Material Above "Ht" _
Masonry
Soil Pressure @ Toe 714 psf OK
Thickness
Rebar Size
8.00
# 5
Soil Pressure @ Heel = 645 psf OK
Rebar Spacing -
16.00
. Allowable 2,000 psf
_
Rebar Placed at -
Edge
Soil Pressure Less Than Allowable
Design Data
ACI Factored @ Toe = 913 psf
fb/FB tfa/Fa -
0.56 9 -
ACI Factored @ Heel 825 psf
Total force @ Section, lbs =
-
739.4
Footing Shear@ Toe = 10.9,psi OK
Moment.... Actual ft-#=
1,602.0
Footing Shear @ Heel = 30.3 psi OK
Moment..... Allowable =
2,814.2
Allowable = 85.0 psi
Shear ..... Actual psi =
13.2
Wall Stability Ratios
Overturning = 3.95 OK
Shear..... Allowable psi =
51.5
Sliding = 1.57 OK
Bar Develop ABOVE Ht. in =
30.00
Sliding Calcs (Vertical Component Used)
Bar Lap/Hook BELOW Ht. in =
7.80
Lateral Sliding Force - 984.4 lbs
Wall Weight =
78.0
less 100% Passive Force= - 281.3 lbs
Rebar Depth 'd' in=
5.25
less 100% Friction Force= - 1,266.7 lbs
Masonry Data
Added Force Req'd = 0.0 lbs OK
fm psi=
Fs psi =
1,500
24,000Solid
for 1.5: 1 Stability = 0.0 lbs OK
Grouting =
Yes
Footing Design Results
Special Inspection =
Yes
• Modular.Ratio'n' =
25.78
Toe Heel
Short Term Factor _
1.330
Factored Pressure = 913 825 psf Equiv. Solid Thick. in=
7.60
Mu': Upward = 1,795 0 ft-# Masonry Block Type = Medium Weight
Mu': Downward = 572 ` 0 ft -t Concrete Data
Mu: Design = 1,223 2,723 ft-# fc psi =
Actual 1 -Way Shear = 10.92- 30.26 psi Fy psi= '
Allow 1 -Way Shear = 85.00 85.00 psi Other Acceptable Sizes & Spacings
Toe Reinforcing = None Spec'd
Toe: Not req'd, Mu < S' Fr
Heel Reinforcing = None Spec'd
Heel: #4@'19.75 in, #5@ 30.50 in, #6@ 43.25 in, #7@ 48.25 in, #8@ 48.25 in, #9@ 4
Key Reinforcing = None Spec'd
Key: No key defined
2
KEN OKAMOTO & ASSOCIATES
Title:
Job #06104
STRUCTURAL ENGINEERS
Dsgnr:
Date: 11:36AM, 26 APR 06
31.86-F AIRWAY AVENUE
Description
COSTA MESA, CA 92626
Scope:
(714)-444-2422 '
Rev: 510300 -.
User: KW -090592. Ver 5.1.3.22.1un-1999.WIn32 Cantilevered Retaining Wall Design
Pae 2
9
(c) 1993.99 ENERCALC
:den
ineedn Mecalc106.iobs106104.ecw:Calcul
Description WASHINGTON PARK SHOPS 4
676" HIGH RET. WALL
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force
Distance Moment
Item lbs ft ft-#
lbs
It ft-#
Heel Active Pressure = 984.4 2.50 2,460:9
Soil Over Heel =
1,546.8
3.58 5,534.9
Toe Active Pressure =. 0.50
-Sloped Soil Over Heel =
Surcharge Over Toe _
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load =
Axial Dead Load on Stem =
0.00
Load @ Stem Above Soil =
Soil Over Toe =
100.7
0.92 92.1
SeismicLoad =
Surcharge Over Toe =
Stem Weight(s) -
546.0
2.16 .1,181.2
Total = 984.4 O.T.M. = 2,460.9
Earth @ Stem Transitions
Resisting/Overturning Ratio = 3.95
Footing Weighl =
699.0
2.33 1,628.7
Vertical Loads used for Soil Pressure = 3,166.8 lbs
Key Weight =
Vert. Component -
274.4
4.66 1,278.5
Vertical component of active pressure used for soil pressure
Total =
3,166.8
lbs R.M.= 9,715.3
To specify your title block on
these five lines, use the SETTINGS
selection on the main menu and
enter your title block information
will be printed on each page.
Rev: 510300
User: KW -080592. Ver 5.1.3.22 -Jun -1999. W102
(c) 1983.99 ENERCALC
Title :
Dsgnr:
Description
Scope:
Restrained Retaining Wall Design
Description WASHINGTON PARK SHOP 4 12'-0" HIGH RET. WALL
Criteria
Retained Height = 12.00 ft
Wall height above soil = 0.00 ft
Total Wall Height = 12.00 ft
Top Support Height = 11.50 ft
Slope Behind Wal = 0.00: 1
Height of Soil over Toe = 0.00 in
Soil Density = 110.00 pcf
Wind on Stem = 0 0 psf
1. Soil Data
fc = 2,500 psi Fy =
Allow Soil Bearing
= 2,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 55.0
Toe Active Pressure
= 0.0
Passive Pressure
= 250.0
Water height over heel
= 0.0 ft
FootingIlSoil Frictior
= 0.400
Soil height to ignore
48.00 in
for passive pressure
= 0.00 in
3
Job # 06104
Date: 3:57PM, 20 JUL 06
Page 1
12 G -U. WAIL
415 Yto 1611O.C-
___stS.N..C°.
Footing Strengths & Dimensions
fc = 2,500 psi Fy =
60,000 psi
.Min. As % =
0.0014
Toe Width =
1.50 ft
Heel Width =
4.00
Total Footing Widtt =
5.50
Footing Thickness =
12.00 in
Key Width =
12.00 in
Key Depth =
48.00 in
Key Distance from Toe =
1.25 ft
Cover @ Top = 3.00 in @ Btm.=
3.00 in
Summary of Forces on Footing : Slab is NOT providing sliding stem is FIXED at footin
Forces acting on footing for sl
Sliding Forces
Stem Shear @ Top of Footing =
Heel Active Pressure =
Sliding Force =
ng & soil pressure....
-3,107.0 lbs
-687.5
3,794.5 lbs
Net Moment User For Soil Pressure Calculations
3,066.7 ft-#
Load & Moment Summary For Footing :_For Soil Pressure C_alcs_
Moment @ Top of Footing Applied from Stem
Surcharge Over Heel =
lbs
Stem Construction
lbs
Soil Over Toe =
Design Summa!y
h[Masona
Total Bearing Load =
6,826 lbs
Thickness = 12.00 in fm
= 1,500 psi
Short Term Factor = 1.000
...resultant ecc. =
5.39 in
Wall Weight = 124.0 pcf Fs
= 24,000 psi
Equiv. Solid Thick. = 11.620 it
Soil Pressure @ Toe =
1,849 psf OK
Stem is FIXED to top of footing
n Ratio (Es/Em) = 25.778
Soil Pressure @ Heel =
633 psf OK
Block Type = Medium Weight
Use Special Inspection
Allowable =
2,000 psf
Solid Grouted
Mmax Between
Soil Pressure Less Than
Allowable
@ Top Support
Top & Base @ Base of Wall
ACI Factored @ Toe =
ACI Factored @ Heel =
2,589 psf
886 psf
Stem OK
Stem OK Stem OK
Footing Shear @ Toe =
31.6 psi OK
Design height =
Rebar Size =
11.50 ft
# 5
6.42 ft 0.00 ft
# 5
Footing Shear @ Heel =
60.5 psi OK
Rebar Spacing =
16.00 in
# 5
16.00 in 8.00 in
Allowable =
85.0 psi
Rebar Placed at =
Edge
Edge Edge
Reaction at Top =
853.0 lbs
Rebar Depth 'd' =
9.00 in
9.00 in 9.00 in
Reaction at Bottom =
3,794.5 Itis
Design Data
Sliding Stability Ratio
1.54 OK
fb/FB + fa/Fa =
0.000
0.723 0.921
Sliding Calcs
Lateral Sliding Force =
3,794.5 lbs
moment .... Actua =
1.1 ft-#
2,740.6 ft-# 6,030.7 ft-#
less 100% Passive Force=
- 3,125.0 lbs
Moment..... Allowable =
3,791.3 ft-#
3,791.3 ft-# 6,548.8 ft-#
less 100% Friction Force=
- 2,730.2 lbs
Shear Force @ this height =
0.0 Itis
3,107.0 lbs
Added Force Req'd =
0.0 lbs OK
Shear..... Actual =
0.00 psi
32.70 psi
....for 1.5 : 1 Stability =
0.0 lbs OK
Shear..... Allowable =
38.73 psi
38.73 psi
FOOtIn DeSlggn Results
Rebar Lap Required =
25.00 in
25.00 in
oe eel
Rebar embedment into footing
=
6.00 in
Factored Pressure =
2,589 886 psf
Other Acceptable Sizes & Spacings:
Mu': Upward =
0 0 11-#
Toe: # 5 @ 18.00 in
-or- #4@ 17.00
in, #5@ 26.25 in, #6@ 37.00 in, #7@
Mu': Downward =
0 0 ft-#
Heel:# 5 @ 12.00 in
-or- #4@ 17.00
in, #5@ 26.25 in, #6@ 37.00 in, #7@
Mu: Design =
2,723 2,723 ft-#
Key: #4@ 16.00 in, #5@ 24
-or- #4@ 16.00
in, #5@ 24.75 in, #6@ 35.
Actual 1 -Way Shear =
31.57 60.53 psi
Allow 1 -Way Shear =
85.00 85.00 psi
Summary of Forces on Footing : Slab is NOT providing sliding stem is FIXED at footin
Forces acting on footing for sl
Sliding Forces
Stem Shear @ Top of Footing =
Heel Active Pressure =
Sliding Force =
ng & soil pressure....
-3,107.0 lbs
-687.5
3,794.5 lbs
Net Moment User For Soil Pressure Calculations
3,066.7 ft-#
Load & Moment Summary For Footing :_For Soil Pressure C_alcs_
Moment @ Top of Footing Applied from Stem
Surcharge Over Heel =
lbs
Axial Dead Load on Stem =
lbs
Soil Over Toe =
lbs
Surcharge Over Toe =
lbs
Stem Weight =
1,488.0 lbs
Soil Over Heel =
3,960.0 lbs
Footing Weight =
1,377.5 lbs
Total Vertical Force =
6,825.5 lbs
ft
ft-#
ft
ft-#
ft
ft-#
ft
ft-#
2.0011
2,976.Oft-#
4.00 ft
15,840.0114
2.12 ft
2,918.2ft-#
Base Moment = 15,703.5ft-#