04-5558 (BLCK)0``
OF
9
ot
BUILDING & SAFETY DEPARTMENT
P.O. Box -•1504 (760).777-7012
78-495 C,ALLE TAMPICO -FAX (760) 777-70.11
L'A: QU.INTA, CALIFORNIA 92253 '.INSPECTION REQUESTS (76.0) 777-7153
BUILDING PERMIT
Application Number r04=000055.58 Date 7/26/04
Property Address- 47150 WASHINGTON ST
APNc 643-200-026- - -
Application description WALL/FENCE
Property Zoning .COMMUNITY COMMERCIAL
Application valuation 3000
Owner Contractor
-------------------------
DR�KOURI CONSTRUCTION DESIGN SYSTEMS, I
1 REGENCY DR - 78401 HIGHWAY 111, SUITE F-2
RANCHO'MIRAGE CA 92270 LA QUINTA CA 92253
(760) 771-3593
WCC: STATEFUND
WC: 1709785-03 02/01/05
CSLB: 767086 08/31/05
CCC: A -B,
---------------
Permit WALL/FENCE PERMIT
Additional desc
Permit Fee . . . . 54.00 Plan Check'Fee•. .00'
Issue Date . . . . Valuation . . . . 3000
Qty Unit Charge Per Extension
BASE FEE 45.00
1.00 5A000 THOU BLDG 2,001-25,000 9.00
---- --------------
-----
Special. Notes and Comments
120 LF COMBINATION RETAINING/GARDEN`
BLOCK WALL,.
-----------------------------
7 -----------------------------------------------
Other Fees . . . . . . HOURLY PLAN CHECK 70.00
Fee summary Charged Paid Credited Due
Permit Fee Total 54.00 .60 .00 54.00
Plan Check Total 00 .00 .00 .00
.Other Fee Total 70.00 .00 .00 70.00
Grand Total 124.00 00 0 1_24_00
JUL 2 6 2004
CITY OFLA QUINTA
FINANCE DEPT
V
4
P.O. BOX 1504 • �i,
�1y VOICE (760) 777-7012
78-495 CALLS TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153
BUILDING & SAFETY DEPARTMENT
Application Number: — IS -5 SI
Applicant:
C.oNT�?i}GTp%
Applicant's Mailing Address:
Date: 7.26 • o
Architect or E gine r: '
I C>t) % . AU.9fv�
Architect or Engineer's Address:
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
Code, and my Licensg is in full force and effect.
License Class ` License No.
Date 7 ZCO Contractor -SCJ c6
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).):
U 1, 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 or through his or her own employees, 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.).
U 1, 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.).
U I am exempt under Sec. , BA P.C. for this reason
Date
WORKERS' 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 and policynumber 4� , _
Carrier (J� z I1i�_Policy Number _ 10 7' 7P C �3
_ 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
forthwith comply with those provisions.
Date �gpplicant�
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 ($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.
CONSTRUCTION LENDING AGENCY
I 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
Lenders Address
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 this county to nter upon the above-mentione propert for inspection purposes.
l/SCA//1 C- co
bateVA 8 `:—. Signature (Applicant or Agent): C
IA
�-C.,
~�-Johnson& Nielsen Associates
Consulting Structural Engineers
647 North Main Street; Suite 4-B
Riverside, CA 92501
r (909) 686-5122 Fax (909) 686-6752
Title : Louise's Pantry & Bobbie J's Job # 24- 1919s
Dsgnr: Joe Venuti Date: 1:40PM, 18 JUN 04
Description :
Scope : Property Line Wall
User. KW -06069, Ver 5.6.1, 25-Oct-2002Cantilevered Retainin Wall Desi n Page 1
(c)1983-2002 ENERCALC Engineering Software 9 c:Iec56\data129-1978.ecw:Calculations I
Description ` South Property Line Wall.
.- ---
1 V
WAsH A/*91JZv
Criteria
1,300 psf
Soil Data
Retained Height =
1.00 ft
Allow Soil Bearing = 1,300.0 psf
Wall height above soil =
8.00 ft
Equivalent Fluid Pressure Method
Slope Behind Wall =
0.00:1
Heel Active Pressure = 35.0
76.0 psi
Wall Stability Ratios
Toe Active Pressure = 0.0
Height of Soil over Toe =
0.00 in
Passive Pressure = 250.0
Soil Density =
110.00 pcf
Water height over heel = 0.0 ft
Wind on Stem. = 18.0 psf
Design Summary
Total Bearing Load = 1,541 lbs
...resultant ecc. = 13.70 in
Soil Pressure @ Toe =
1,255 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
1,300 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
1,758 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel =
11.6 psi OK
Allowable =
76.0 psi
Wall Stability Ratios
Total Force @ Section
Overturning =
2.38 O
Sliding =
2.74 CSK
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
214.0 lbs
less 100% Passive Force= -
125.0 lbs
less 100% Friction Force= -
462.3 lbs
FootingllSoil Friction
Soil height to ignore
for passive pressure
= 0.300
Footing Strengths & Dimensions
t'c = 2,000 psi Fy = 60,000 psi
Min. As % = 0.0014
Toe Width =
0.00 ft
Heel Width =
3,92
Total Footing Width =
3:92 -
Footing Thickness =
12.00 in
Key Width
0.00 in Key Depth
Key Distance from Toe
Cover @ Top = 3.00 in
Stem Construction
0.0 lbs OK
Design height
ft=
Wall Material Above "Ht"
_
Thickness
=
Rebar Size
=
Rebar Spacing
=
Rebar Placed at
=
Design Data
1,234 ft-#
fb/FB + fa/Fa
=
Total Force @ Section
lbs =
Moment.... Actual
ft-#=
Moment..... Allowable
ft-#=
Shear..... Actual
psi =
Shear..... Allowable
psi =
Added Force Req'd =
0.0 lbs OK
....for 1.5 : 1 Stability =
0.0 lbs OK
Footing Design Results
Masonry
Toe
Heel
Factored Pressure = 1,758
0 psf
Mu': Upward = 0
0 ft-#
Mu': Downward = 0
0 ft-#
Mu: Design = 0
1,234 ft-#
Actual 1 -Way Shear = 0.00
11.61 psi
op Stem 2nd
Stem OK
. Stem OK
2.00
0.00
Masonry
Masonry
8.00
8.00'
5
# 5
24.00
8.00
Center
Center
0.613
126.0
441.0
719.7
4.4
25.8
Bar Develop ABOVE Ht. in = 30.00
Bar Lap/Hook BELOW Ht. in = 30.00
Wall Weight
psf=
61.0
Rebar Depth 'd'
in=
3.81
Masonry Data ----
-- -
rm
psi =
1,500
Fs
psi =
24,000
Solid Grouting
=
No
Special Inspection
=
No
ModularRatio'n'
=
25.7
Short Term Factor
=
1.33
Equiv. Solid Thick.
in=
5.2
Masonry Block Type = Normal Weight
Concrete Data
rc
psi =
Fy
psi =
Allow 1 -Way Shear = 0.00 76.03 psl Other Acceptable Sizes & Spacings
Toe Reinforcing = None Spec'd Toe: Not req'd, Mu < S ' Fr
Heel Reinforcing = None Spec'd Heel: Not req'd, Mu <.S•- tt<
Key Reinforcing = None Spec'd Key: No �y.de'fn�'i�b F`'
L41-10 Ul9s14111/
oFvtcE ser
Olt
tPDt t ly$ tS yow�� "O ttl",2
1tte0�` �v 01�_w6 �,,OSt
0.720
161.5
725.8
1,008.1
4.2
25.8
30.00
6.00
84.0
3.81
1,500
24,000
Yes
No
0.00 in
0.00 in
0.00 ft
@ Btm.= 3.00 in
O��Y OF LA QUINTA
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
I DATE
QPofESSIONq<
.. MOG,L �'LC
m
� N0.3834
U EXP. 3-31-2006 M
Cr
*sl sTAUCNPPvQ�`Q
gTF OF CP1-��O
Johnson& Nielsen. Associates,
. Title : Louise Pantry & Bobbie J's Job # 2q-19784
Consulting Structural Engineers
Dsgnr: Joe Venuti Date: 1:40PM, • 18 JUN 04
647 North Main Street; Suite 4-113
Description •
: -
Riverside, CA 92501
'Y
Scope : Property Line Wall
(909) 686-5122 Fax (909) 686-6752
;-
Rev: 560100 t 9 _
C aining Wall Design Pae 2
�Sa�-06osg,�er5.6.1,25-oc,-2002 Cantilevered Ret
•
(c)1963-2002 ENERCALC Engineering Software
cAec56%dataQ9-1978.ecw:Calculations'
Description South Property Line Wall
,
Summary of Overturning & Resisting Forces & Moments
-OVERTURNING.....
.....RESISTING.,...
Force Distance Moment •
Force Distance Moment
Item lbs ft ft-#
lbs ft ft-#
Heel Active Pressure = 70.0 0.67 46.7
Soil Over Heel = 357.9 2.29 820.7
^ Toe Active Pressure =
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 = 144.0 6.00 864.0
Soil Over Toe = '
SeismicLoad =
Surcharge Over Toe _
Stem Weight(s) = 595.0 0.33 '198.3
Total _ 214.0 O.T.M. = 910.7
Earth @ Stem Transitions=
Resisting/Overturning Ratio = 2.38
Footing Weight = 588.0 1.96 1,152.5
Vertical Loads used for Soil Pressure = 1,540.9' lbs
Key Weight _
Vert. Component =
Vertical component of active pressure NOT Used for soil pressure
TotaL= 1,540.9 lbs R.M.= 2,171.5
- -
CITY OF LA CQUINTA
= , ,
BUILDING & SAFETY DEPT.
APrrawVED
FOR CONSTRUCTIO
DATE BY
POfESSIONq
P. MCI&
J`•;.NO 3834
m
LU
EXP. 3-31-2006
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eezL -S cot P-64AA r ;
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s
8-0
8.�1 do=. Mas w/ #5 @ 8.in o/c s I r
(a CE.N'f� Solid Grout,
3" 1'-p"
< 1 p,.
C LR
Designer select
all horiz. reinf.
SSIp
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Dti� QQ. q<
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EXP. 3 31 2006
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SjRUCNPP Qom\
TY OF LA
r° 3
�.— BUILDING &SAFETY DEPT:
yc. P
FOR CONSTRUCTION
DATE BY
CITY OF LA QUINTA
PLAN CHECK CORRECTION LIST
Michael Hurst, architect July 22, 2004
73-625 Hwy 111 Suite F
Palm Desert, CA 92260
PLAN CHECK NO.: 04-5558 FINAL CHECK
JOB ADDRESS:, 47-150 Washington OCCUPANCY: U
SCOPE OF WORK: Retaining Wall TYPE -OF -CONST.: V -N'
ADDITIONAL PLAN CHECK FEE: 2 Hours total
The submitted plans and specifications have been reviewed by the VCA CODE GROUP. In our
professional opinion the plans are in substantial conformance with the building codes and regulations
adopted by the CITY OF LA QUINTAand the State of California Amendment.
-------------------
-------------------
APPROVAL FOR A BUILDING PERMIT IS HEREBY RECOMMENDED SUBJECT TO OBTAINING
APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND
ASSOCIATIONS, AND THE FOLLOWING CONDITIONS:
1.. Applicant to pay an additional plan check fee of 2 hours for review of retaining wall plans.
Plans checked by:
e C. Luu