05-2806 (BLCK)f`....
iiii
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
05 -000 -02806 -
Property Address:
54444 AVENIDA HERRERA
APN:
774-251--028- -
Application description:
WALL/FENCE
Property Zoning:
COVE RESIDENTIAL
Application valuation:
8750
T -&t 4 4 "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
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 License is in full force and effect.
License Class: B License No.: 550498
Date: Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following ieason ISec. 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 (5500).:
(_) 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.).
(_) 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.).
(_) 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
Owner:
TORRES JACOB A
81900 AVENUE 52 SP 30
INDIO, CA 92201
Contractor:
TORRES CONSTRUCTION, A.O.
81301 AVENUE 50
INDIO, CA 92201
(760)772-2848
Lic. No.: 550498
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: , 7/08/05
-----------------------------------------------
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 SUPERIOR INS Policy Number 9369780
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: Applicant:
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.
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 enter upon the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent):
ter., rr
w`
LQPERMIT
Application Number . . . . . 05-00002806
Permit . . . WALL/FENCE PERMIT
Additional desc . .
Permit Fee . . . . 108.00
'Plan Check
Fee
00
Issue Date . . . .
Valuation
. . .
. 8750
Expiration Date 1/04/06
Qty Unit Charge Per
Extension
BASE FEE
45.00
7.00 9.0000 THOU BLDG 2,001-25,000
63.00
------------------------------------------------------------
Special Notes and Comments
---------------
175 LF COMBO 2' RETAINING WALL WITH 6'
GARDEN WALL PER ORCO STANDARD AND 175
LF 6' BLOCK WALL PER CITY STANDARD.
Fee summary Charged Paid
Credited
Due.
Permit Fee Total 108.00
.00
.00
108.00
Plan Check Total .00
.00
.00
.00
Grand Total 108.00
.00
.00
108.00 _
ORCO 6 'HIGH WALL W/ 2' RETAINING
FOR 80 MPH WIND @ IXPOSURE C
0
�o
FLAT C4P
DES7GV CRI1I3214:
1. SOIL BEARING PRESSURE = 15W PSF. EQVIVAUW FL(AZ)
PRESSERE = 3SP5f
L ALLOWABLE LA75M PASSIVE PRESSURE =150 PCF NM-
I COACR`r"FOUTS7R6VGTH = 20DOPSFO 28 DAM
4. RE7NFORCAG S7ffi.: GRADE 40 FOR #4 BARSAND SMALLER 6
GRADE 60 FOR 05 AAV LARGER
5. SEUM7IC - ZANE 4, 5 A74 FROM 7YPEA OR 5 SOURCE
6 1500 PST M4SONRYCOMPREMONSTRENG7M
HALF STRE-555 L - NO SP£C7AL BVSPEC7701V REQD.
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7APPROVED
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4
Timothy S. Mallis - Civil Engineer Title: Job#
Orco Block Inc. Dsgnr: Date: 11:13AM, 10 FEB 03
4510 Rutile St. Description
Riverside, Ca. 90509
Scope:
(909) 685-1521
Rev: 510300
Us .. KW -0803571, Ve 5.1.3, 22Jun-1999, Win32 Cantilevered Retaining Wall Design Page 1
(c) 198399 ENERCALc c:leclnew6walls_ecw:Calculations
Description 6'-0" w/ 2'-0" retainig high tract wall for 80 mph Exp C wind condition W/ OFFSET
FOOTING
Criteria
= 1,500.0 psf
Equivalent Fluid Pressure Method
Retained Height =
2.00 ft
Wall height above soil =
6.00 ft ;
Slope Behind Wall =
0.00:1
Height of Soil over Toe =
4.00 in
Soil Density =
110.00 pcf
Soil Data
Allow Soil Bearing
= 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure
= 35.0
Toe Active Pressure
= 30.0
Passive Pressure
= 150.0
Water height over heel
= 0.0 ft
FootingIlSoil Friction
= 0.300
Footing Strengths & Dimensions
fc = 2,000 psi Fy = 40,000 psi
Min. As % = 0.0012
Toe Width 1.17 it
Heel Width = 1.17
Total Footing Width =�
Footing Thickness = 12.00 in
=
Wind on Stem = 16.9 psf Soil height to ignore Key Width 0.00 in
Key Depth = 0.00 in
for passive pressure = 0.00 in f T = 0
Design Summa
Total Bearing Load = 999 lbs
.:.resultant ecc. = 6.00 in
Soil Pressure @ Toe=
994 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe=
1,330 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 7.8 psi OK
Footing Shear @ Heel
= 3.3 psi OK
Allow -able
= 76.0 psi
Wall Stability Ratios
2.00
Overturning
= 1.89 OK
Sliding
= 1.67 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 232.2 lbs
less 100% Passive Force = - 133.3 lbs
less 100% Friction Force= - 299.6 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5: 1 Stability
= 0.0. lbs. OK
Footin ,sign Results
=
Toe Heel
Factored Pressure =
1,330- 0 psf
Mu': Upward =
925 0 ft
Mu': Downward =
233 154 ft�
Mu: Design =
692 154 ft-#
Actual 1 -Way Shear =
7.82 3.29 psi
Allow 1 -Way Shear =
76.03 76.03 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spec'd
Key Reinforcing =
None Spec'd ,
Other Acceptable Sizes & Spacings
Toe: Not read, Mu < S • Fr
Heel: Not req'd, Mu < S' Fr
Key: No key defined
CITY D ®F LA QUINTA
BUILDING .&SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
Key Distance rom ce DD ft
Cover @ Top = 3.00 in @ Bim.= 3.00 in
Stem Construction
Top Stem
2nd
Stem OK
Stem OK
Design height
ft =
2.00
0.00
Wall Material Above "W
=
Masonry
Masonry
Thickness
=
6.00
8.00
Rebar Size
=
# 4
# 5
Rebar Spacing
=
32.00
32.00
Rebar Placed at
=
Center
Center
Design Data
fb/FB + fa/Fa
=
0.902
0.985
Total Force @ Section
lbs =
101.4
169.7
Moment... Actual
ft-# =
304.2
553.5
Moment.... Allowable
ft-# =
337.1
561.7
Shear.... Actual
psi =
4.5
4.1
Shear..... Allowable
psi =
25.8
22.3
Bar Develop ABOVE.Ht.
in =
20.00
25.00
Bar Lap/Hook BELOW Ht. in =
20.00
6.53
Wall Weight
psf =
47.0
84.0
Rebar Depth 'd
in =
2.81
3.81
Masonry Data
fm
psi=
1,500
1,500
Fs
psi =
20,000
20,000
Solid Grouting
=
. No
Yes
Special Inspection
=
No
No
Modular Ration'
=
25.78
25.78
Short Term Factor
=
1.333
1.150
Equiv. Solid Thick.
in =
3.90
7.60
Masonry Block Type = Normal Weight
Concrete Data
fc
psi =
Fy.
psi =
Other Acceptable Sizes & Spacings
Toe: Not read, Mu < S • Fr
Heel: Not req'd, Mu < S' Fr
Key: No key defined
CITY D ®F LA QUINTA
BUILDING .&SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
Timothy S. Mallis -Civil Engineer Title: Job #
Orco Block Inc. Dsgnr: Date: 11:13AM, 10 FEB 03
4510 Rutile St. Description:
Riverside, Ca. 90509
Scope:
(909) 685-1521
1•
Rev: 510700 -
:�.�752.der5.1.3,22-J� l"9, n32 Cantilevered Retaining Wall Design Page 2
(ef 1sa3 G ENERGILC c:\eclnew6walls.ecw:Calculations
Description 6'-0" w/ 2'-0" retainig high tract wall for 80 mph Exp C wind condition W/ OFFSET
FOOTING
Suntrna of Overturning S� Resisting Forces & I�otvlents
.....OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force
Distance
Moment
Item lbs It ft-
lbs
It
ft-#
Heel Active Pressure = 157.5 1.00 157.5
Soil Over Heel =
110.7
2.09
231.2
Toe Active Pressure = -26.7 0.44 -11.9
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 = 101.4 6.00 608.4
Soil Over Toe =
42.9
0.59
25.1
SeismicLoad =
Surcharge Over Toe =
Total = 232.2 O.T.M. = 754.0
Stem Weight(s) -
Earth @.Stem Transitions =
450.0
1.45
653.0
Resisting/Overtuming Ratio = 1.89
Footing Weight =
351.0
1.17
410.7
Vertical Loads used for Soil Pressure = 998.5 ths
Key WeightVert.
Component =
43.9
2.34
102.7
Vertical component of active pressure used for soil pressure
Total =
998.5
lbs R.M =
1,422.7
CIN OF LA QUINTA
BUILDING 8 SAFETY DEPT.
APPROVED
FOR CONSTRUCTION