08-0403 (BLCK)J
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
BUILDING &--SAFETY DEPARTMENT
BUILDING PERMIT
L - 00000403~ Owner:
78023 SAN TIMOTEO'ST, WILLIAM SLIFER
646-160-003- - - 78-023 SAN TIMOTEO
WALL/FENCE LA QUINTA, CA 92253
LOW DENSITY RESIDENTIAL
2450
Architect or Engineer:
..r LICENSED CONTRACTOR'S DECLARATION -
I hereby affirm under penalty of perjury thatI-am-I'- sed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business a fessionals Cod , and m License is in full force and effect.
License Class: CS a No. 91390
Date: - Contract ¢/
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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 Contractor's 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 155001.:
(_ I 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 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.).
(_ 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 under Sec. , B.&P.C. for this reason
Date: Owner:
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: _
Lender's Address:
LQPERMIT
Contractor:
PANCHO'S CONCRETE
68895 PEREZ ROAD,
CATHEDRAL CITY, CA
(760)324-2484
Lic. No.: 791390
INC
#9
922:
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/25/08
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 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 policy number are:
Carrier. NORGUARD INS Policy Number PAWC908576
I certify that, in the performance of the work for which this permit is issued, shall not employ any
person in any manner so as to bec subject to the workers' compe ion laws of California,
and agree that, if I should bec ubject to the workers'. compens n provisions of Section
3700 of the Labor Code, al orthwith compI se pr ions.
Date:�Applicant : .
WARNING: FAILURE T ECURE 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.
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 inior n is correct. I agree to comply with
city and county ordinances and state laws relating to building cons c ' n, and hereby authoriz representa" s
of this county to enter upon the above-mentioned property for ' p ion In,.
-Date Signature (Applicant or Agent):
Application Number . . . . . 08-00000403
Permit WALL/FENCE PERMIT
Additional desc
Permit Fee. :. _. 54.00 Plan Check Fee .00
Issue Date Valuation 2450
Expiration Date 9/16/08
Qty Unit Charge Per ' Extension
BASE FEE 45.00
1.00 9.0000 THOU BLDG 2,001-25,000 9.00
----------------------------------------------------------------
Special Notes and Comments
ADDING WALL TO EXISTING RET. WALL/ 9$
LN FT X'6 FT HT GARDEN WALL PER, APPROVED
PLANS AND CITY STANDARDS.
Fee summary Charged Paid Credited Due
---------- ------------
Permit Fee Total 54.00 .00 .00 54..00
Plan Check Total .00 00 .00 .00
Grand Total 54.00 .00 :00- 54.00
0
LQPERMIT
CITY OF LA QUINTA
PLAN CHECK CORRECTION LIST
Ed Diaz
83-462 Dillon Avenue
Indio, CA 92201
(760) 347-0075
PLAN CHECK NO. 08-403
March 18, 2008
FIRST CHECK/FINAL
(Structural)
ADDRESS 78-023 San Timoteo OCCUPANCY R-3
SCOPE OF WORK Retaining Fence Wall TYPE -OF -CONST. V -N
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 QUINTA and 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.
Plans checked by: Perry stopoulos, PE
VCA CODE GROUP
2200 W. Orangewood Avenue, Suite 155
Orange, CA 92868
(714) 363-4700 #756
1
VCA File No. LQ -20765.A
i"
rtaTA
lip
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE, _._.BY
i
R F STRUCTURAL CONSULTANTS, INC.
----------------------------------------------------�
-------------=
75-153 MERLE DRIVE, STE. B, PALM DESERT; CA 92211
PHONE
(760) 836-1000 _ FAX (760) 836-0856
E- MAII, R
GIE VERIZON.NET.
February 6, 2008
V ,
Ed Diaz
83-462 Dilon Rd.
Indio, Ca.
r-
OF LA QUINTA
CITY
BUILDING & SAFETY DEPT.
BUQVED.
Re.: The Slifer Residence '
78-023.
APPR
San Timoteo
FOR CONST UCTI 'N
La Quinta, Ca.
Job no.: 4783
Subject: Retaining fence wall
DA
Dear Ed .
In regard of the above mentioned project, and as per our conversation-at-the office on-February 2,
2008, we submit the following:
Follow the attached detail "A" for the added six
foot high fence wall over the existing two foot
high retaining wall. If the existing footing is less than two foot six. wide follow the attached detail .
Verify the above information with the building department prior to construction.
We appreciate the opportunity to provide ourprofessional services. Please do not hesitate to
contact our office If you have any questions.:
Zeyad Faqih P.E.
oq ,,
�o�ROrESS/
M. Fgp�F2c
ti. ti z
No.57958
Exp. 06-30-0
C/VIL \P
9TF CF CAbF���
Attachments ( 4
7.77.r
,
2008
By
N
4
R F STRUCTURAL CONSULTANTS, INC.
75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211
PHONE (760) 836-1000 FAX(760)836-0856
E- MAIL RAYMOND@RFSTRUCTURAL.COM
To specify your title block on
these five lines, use the SETTINGS
main menu selection, choose the
Printing & Title Block tab, and ent
your title block information.
Title :
Dsgnr:
Description:
Scope:
Cantilevered Retaining Wall Design
Description EXISTING RETAINING FENCE WALL
Criteria
= 35.0
Retained Height =
• 2.00 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
0.00 in
Soil Density =
110.00 pct
Wind on Stem = 17.4 psf
Design Summary co --�
Total Bearing Load = 1,065 lbs
...resultant ecc. = 4.48 in
Soil Data
Allow Soil Bearing = 1,500.0 psi
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 0.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 ft
FootingiiSoil Friction
= 0.300
Soil height to ignore
Footing Shear @ Toe
for passive pressure
= 0.00 in
Soil Pressure @ Toe
= 673 psf OK
Soil Pressure @ Heel
= 79 psf OK
Allowable
1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 904 psf
ACI Factored @ Heel
= 106 psf
Footing Shear @ Toe
= 7.1 psi OK
Footing Shear @ Heel
= 4.1 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
Rebar Placed at
Overturning
= 2.42 OK
Sliding
= 1.51 OK
Sliding Calks (Vertical Component Used)
Lateral Sliding Force
= 261.7 lbs
less 100% Passive ForceF - 75.0 lbs
less 100% Friction Force= - 319.6 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5 : 1 Stability
= 0.0 lbs OK
Footing Design Results
Moment..... Allowable
Toe Heel
Factored Pressure =
904 106 psf
Mu': Upward =
1,038 0 ft-#
Mu': Downward =
292 229 ft-#
Mu: Design =
746 229 ft-#
Actual 1 -Way Shear =
7.09 4.12 psi
Allow 1 -Way Shear =
85.00 85.00 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spedd
Key Reinforcing =
None Spec'd
Stem Construction
Pc = 2,500 psi
Top Stem
Design height
ft=
Stem2.00
Wall Material Above "Ht"
=
Mason
Thickness
=
6.0
Rebar Size
Key Width
#
Rebar Spacing
=
32.0
Rebar Placed at
-
Edge
Design Data
Stem OK
fb/FB + fa/Fa
=
0.96:
Total Force @ Section
lbs =
104.2
Moment.... Actual
ft-#=
312.5
Moment..... Allowable
ft-#=
324.8
Shear..... Actual
psi =
4.7
Shear..... Allowable
psi =
25.8
Bar Develop ABOVE Ht.
in =
20.00
Bar Lap/Hook BELOW Ht. in =
20.00
Wall Weight
psf=
47.0
Rebar Depth 'd'
in=
2.75
Masonry Data
pm
psi=
1,500
Fs
psi =
20,000
Solid Grouting
=
No
Special Inspection
=
No
Modular Ratio'n'
=
25.78
Short Term Factor
=
1'.330
Equiv. Solid Thick.
in =
3.90
Masonry Block Type = Normal Weight
Concrete Data
fc
psi =
Fy
psi =
zes
Other Acceptable Si & Spacings
Toe: Not req'd, Mu < S' Fr
Heel: Not req'd, Mu < S' Fr
Key: No key defined
Job #
Date: 1:57PM, 6 MAR 08
Page 1
Footing Strengths & Dimensions
K
0
Masonry
0
4
0
Pc = 2,500 psi
Fy = 40,000 psi
Min. As %
= 0.0014
Toe Width
= 1.50 ft
Heel Width
= 1.33
Total Footing Width
Footing Thickness
= 12.00 in
Key Width
= 0.00 in
Key Depth
= 0.00 in
Key Distance from Toe
= 0.00 ft
Cover @ Top. = 3.00 in
@ Btm.= 3.00 in
2nd
Stem OK
0.00
Masonry
8.00
# 4
32.00
Edge
0.933
174.2
567.5
608.4
3.0
19.4
20.00
6.00
84.0
5.25
1,500
20,000
Yes
No
25.78
1.000
7.60
To specify your title block on
Title :
these five lines, use the SETTINGS
Dsgnr:
.lob #
Date: 1:57PM, 6 MAR
08
main menu selection, choose the
Description
Printing & Title Block tab, and ent
your title block information.
Scope
Rev: 550100
-
User:x-01ENE,Ver5.5n 2eerin 200, Cantilevered Retaining
(c)19832001 ENERCALC Engineering Software
Wall Design
Page 2
Description EXISTING RETAINING FENCE WALL
[Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
Force Distance Moment
.....RESISTING.....
Force Distance
Moment
Item lbs ft ft-#
lbs ft
ft-#
Heel Active Pressure = 157.5 1.00 157.5
Soil Over Heel =
146.6 2.50
366.5
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 = 104.2 6.00 625.0
Soil. Over Toe =
SeismicLoad =
Surcharge Over Toe =
Total = 261.7. O.T.M. ;-782.5
Stem Weight(s) =
450.0 1.78
801.5
Earth @ Stem Transitions=
Resisting/Overturning Ratio =. 2.42
Footing Weight =
424.9 1.42
.601.9
Vertical Loads used for Soil Pressure = 1,065.4 lbs
Key Weight _
Vertical component of active pressure used for soil pressure
Vert. Component =
43.9 2.83
124.4
Total =
1,065.4 lbs R.M.=
1,894.3
6. in Mas w/ #4 @ 32.in o/c
8.in Mas w/ #4 Cc
Solid G
#0@0.in
@Toe
Designer select
#0@0.in all horiz. reinf.
@ Heel
4
M
N F.G.
444 Rebars Cont.
6x6x16 CMU Wall w/ #4
Rebars
@32"o/c Vert. & 24"o/c
Horiz
Solid Grout All Cells
Cement Plaster Fin. To Match
Residences
Lao Bars Min. 24"
Drill Min. 27" Into Exist,
CMU S(
11 1'4 �. t� 1..__.L .LLt A
lLu 3L o/ c Inser #4 Bars
w
"Set" Epoxy w/ Special
Inspect
F.G.
:3n
#4 Dowels (1a 32" o/c Mii
Into 8" CMU Verify Exispi
#4 ®ars lLu 10" o/ c T &o
Verify Existing
QV
p
M.a 0
! o
4
Exist. 8" W. CMU Wall
6" Min. R, Cont Ftn
#4 Dowels @12" o/c Top & Btm. Min. 6"
In4-C
n v;,4- r-4-- I.,/ C;M- Cn4- 17--, 4
l/ JI1111J. JCS LF,,VAr LX
SpecialInspection
Ty nICu[ _MI II \A/ULI no -SII
IvFNIFRAL WFrIFICATInv.
If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings,
specifications or other contract documents, the GENERAL CONTRACTOR
shall notify the designer in writing of such error or omission.
In the event that the GENERAL CONTRACTOR fails to give such notice I
before construction and/or fabrication of the work, THE GENERAL CON-
TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis-
crepances or omissions and the cost of rectifying the sable.
J
7`77-
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;TRUCTION "OURSi
r 1st - April 30 5.1 �
• 7:09 0-n
8:00 ..� P• – -
-
y w 8:00 a.m. to S:00 p.n►. --- -
ay:
None
unent. Code Holidays. None
St IN, September 30th
ay - Friday: 6:00 a.nl- to 7:00 P.In.
day: 5:00 a.m. to, 5:00 P•m-
ly• None
n;nent Code jiolid_,ys* None
` L Exist. 6' h. CMU Return Walls
s'
,•' Construction is NOT FERMIT6ED
on the following Code Holidays:
�= NewYear's Day
Dc Martin Luther King Jr, Day
.. .. .. .. ..'dem
.' Memorial Day
Independence Day
Labor Day,
Veteran's Day
Thanksgiving Day I .
Christmas Day
A RE -INSPECTION PEE OF 130
WILL BE CHARGED IF THE APPROVED
PLANS AND JOB CARD ARE NOT ON
7HE SITE FOR A SCHEDULED
INSPECTI^k'.
PC! aCEPTIONSI
"AN ADEQUATELY SIZED DEBRIS CONTAINER
IS REOUIRED O' T 1T JOB SITE DURING ALL
PHASES OF COr4IQ,�.R TTION AND MUST BE
EMPTIED A` FI";R.PY FAILURE TO DO SO
MAY CAUSF THE CONTAINER
DUMPED' .i�SE OF THE OWNER/
CONTRA .; „
NorthAll
i
Proposed Garden Wall Addition
Zane:
Residential
BL!ilding Code:
All Work To Conform To CBC, CEC, CMC, & CPC
2001 Ed. & All Local Ordinances
i
_. ..
U
REVIVNE'D BY CONSULTANT
FOR CODE COMPLIANCE
THESE PLANS I00 SUPPORTING DOCU%IVITATION HAVE
BEEN REVIEWED AND FOUND TO SHOW COMPLIANCEVATH
THE CALIFORNIA CUILDIh'G CODE AS ADOPTED BY TH!S
INN_
JURISDICTION. ISSUANCE OF A SUILDIN9 PERMIT BASED
:3n
UPON TPESE PLANS IS RECOM14END%D SU9JECT TO
L
0
APPROVAL BY OTHER APPLICA9l.E AGENCIES AND ANY
—
CON IONS NOTED , TL ENCLOSED LETTER.
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