08-0745 (BLCK)P.O. BOX 1504r
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 08-00000745
Property Address: 52230 EISENHOWER DR
APN: 773-271-002-21 -000000-
Application description: WALL/FENCE
Property Zoning: COVE RESIDENTIAL
Application valuation: 3175
Applicant:
eb^),�
Architect or Engineer:
f.
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
-------------------------7------------------------
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: License No.:
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 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
a1�nvC�R�,p..p�licant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
7 �, 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 safe (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, 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 1 I am exempt under Sec. , B.&P.C. for this reason ef1 on n ,n
iDate: Owner:
CONSTRUCTION LENDING AGENCY
1 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:
LQPERnIIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
D Date: 5/19/08
Owner:
ARCHULETA EDWARD 4
52-230 EISENHOWER
LA QUINTA, CA 922 3
( 44?
cam, 9?�
Contractor:
Owner SNC OQ��Nt
-----------------------------------------------
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 - - - - - - - - - - - - - - - - - - - - - -- Policy Number
1 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 su j t to the wo' c pe sari rovisions of Section
700 of the Labor Coe hall fort i comply ith r isio s
Date: —Applicant:
WARNING: AILURE 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.
1 certify that I have read this application and state that the above information is correc a omp ith all
city and county ordinances and state laws relating to building c strucI d her y a pr atives
of this coun y to ter upon the above-mentioned prop f ' spectio pu ose .
i r _
Date: lam[ Signature (Applicant or Agent).
Application Number . . . . . 08-00000745
.Permit . . . WALL/FENCE
PERMIT
Additional desc .
Permit Fee 63.00
Plan Check
Fee
.00
Issue Date . . . .
Valuation
. . .
. 3175
- Expiration Date 11/15/08
Qty Unit Charge Per
Extension
BASE
FEE
45.00
2:00 9.0000 THOU BLDG
2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and Comments
127 LN FT X 6 FT HT GARDEN WALL
PER CITY
STANDARDS & APPROVED PLANS
Fee summary Charged
---------------------------
Paid
Credited
Due
----------
• Permit Fee Total 63.00
----------
.00
----------
.00
63.00
Plan Check Total .00
.00
.00
.00
Grand Total 63.00
.00
.00
63.00
I,QPERA1IT
TELEPHONE (760) 777-7012 FAX (760) 777-7011
OWNER/BUILDER INFORMATION
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection.
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Government as an employer and you are subject
to several obligations include State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business Administration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF LA QUINTA
DEPT. .0F BUILDING AND SAFETY
78-495 Calle Tampico
La Quinta, CA 92253
(760) 777-7012
FAX: (760) 777-7011 �1
OWNER'S SIGNATURG!7DATE
f'2--2-36 IE iSe n L a0e
PROPERTY ADDRESS
PERMIT NUMBER(S)
I
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F LA QUIN
G &SAFETY D
PROVEDONSTRUCTIO
R F STRUCTURAL CONSULTANTS, INC.
41-865 BOARDWALK, STE. 208, PALM DESERT, CA 92211
PHONE (760)836-1000 FAX (760) 836-0856
April 23, 2008
Edward Archelletta
52-230 Eisenhower "AN ADEQUATELY SIZED DEBRIS CONTAINER
La Quinta, Ca. 92253 IS REQUIRED ON THE JOB SITE DURING ALL
Phone: (760) 535-8629 PHASES OF CONSTRUCTION AND MUST BE
''_MPTIED AS NECESSARY. FAILURE TO DO SO
Re.: The Archelleta Residence CAUSE THE CITY TO HAVE THE CONTAINER
52-230 Eisenhower ; �- TED AT THE EXPENSE OF THE OWNER/
La Quinta, Ca. 92253 -TP
Job Job no.: 4811
Subject: Fence wall extension
Dear Edward
Construction is NOT PERMMFO
on the following Code Holidays:
New Year's Day
Dr. Martin Luther Icing Jr. Day
President's Day
Memorial Day
Independence Day
Labor Day
Veteran's Day
Thanksgiving Day
Christmas Day
In regard of the above mentioned project, and as per our conversation at the job site on March 22,
2008, we submit the following:
At the rear and left of the property, follow the attached details "A" and "B". for the maximum
twenty four inch extension of the existing block wall, for a maximum height of six foot.
Verify the block and footings sizes, and the reinforcement size and spacing prior to construction.
If the footing size is less than specified in details "A" and "B" follow the attached details "C"
and "D".
Verify the above information with the building department prior to construction.
We appreciate the opportunity to provide our professional servi 1 "Hou SOURS
contact our office if you have any questions.
- October 1st - April 30
Zeyad Faqih P.E. `
OQROFESS/pN
PpM.F 41F
c� A qp�y G2
No.57958
,k Exp. 06-30-04r
VIL
CF/CALIFO��\P
Attachments ( 8)
A RE -INSPECTION FEE OF $30
WILL BE CHARGED IF THE APPROVED
PLANS AND JOB CARD.ARE NOT ON
THE SITE FOR A SCHEDULED
INSPECTION.
NO EXCEPTIONS!
Monday - Friday: 7:00 a.m. to 5:30 p.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Sunday: None
Government Code Holidays: None
May 1st - September 30th
Monday - Friday: 6:00 a.m. to 7:00 p.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Stinday: None
Gen- rnrient Code Holidays: None
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
5�I ev__�L—.—
6" CMU GROUT
#4 VERTICAL BARS ® 32' O/(
CENTERED MIN. 24" INTO B"
W/ SIMPSON "SET" EPDXY
W/ SPECIAL INSPECTION
HORIZONT,
•
EXISTING 6' CMU GROUT
REINFORCED CELLS
8" C.M.U. SOLID
GROUTED
EXISTING #4 VERTICAL BARS ® 32"
I -
#4 DOWELS- I _ I Ir
X32 C - =llI=J L.
MVERIFY EXISTIP INTO NG. k II 1-11 i Jill'�I '_
WATER PROOF
I
N I
(
51/4' I DRAINAGE
#4 BARS ®16" O/C.
TOP & BOTTOM
01
F I
en
_111------
N CITY F LA QUINTA
a.
BuiLDAN & SAFETY DEPT.
AN ROVED
DATF BY
RETAINING WALL
A/ 23/ 2008 5;02:51 PM
RETAINING WALL
4/ 24/ 2006 1:45:26 AM
4/ 23/ 2003 5:05:19 PM
4/ 2512005 5;03;05 FM
To specify your title block on Title :
these five lines, use the SETTINGS Dsgnr:
main menu selection, choose the Description
Printing & Title Block tab, and ent Scope :
vour title block information.
Job #
Date: 4:35PM, 23 APR 08
User.KW-0604868,Ver 5.5.0,25 -Sep -2001 Cantilevered Retaining Wall Design Page 1
f (0)1983-2001 ENERCALC Engineering Software
Description FENCE WALL EXTENTION SIX FT. TOTAL HEIGHT
Criteria
= 1,500.0 psf
Retained Height =
0.50 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 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
= 0.0
Passive Pressure
= 250.0
Water height over heel
= 0.0 It
FootingllSoil Friction = 0.300
Wind on Stem = 15.0 psf Soil height to Ignore
for passive pressure = 0.00 in
Design Summary
Total Bearing Load = 699 lbs
...resultant ecc. = 7.10 in
Soil Pressure @ Toe =
1,142 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
1,500 psf
Soil Pressure Less Than
Allowable
ACI Factored @ Toe =
1,573 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
5.9 psi OK
Footing Shear @ Heel =
2.3 psi OK
Allowable =
85.0 psi
Wall Stability Ratios
=
Overturning =
1.67 OK
Sliding =
3.79 OK
Sliding Cates (Vertical Component Used)
Lateral Sliding Force
129.4 lbs
less 100% Passive Force= -
281.3 lbs
less 100% Friction Force= -
209.7 lbs
Stem Construction
0.0 Ibis OK
= 0.0 lbs OK
Top Stem
r =4
in =
Stem OK
Design height
ft=
4.50
Wall Material Above "Ht"
=
Masonry
Thickness
=
6.00
Rebar Size
=
# 4
Rebar Spacing
=
32.00
Rebar Placed at
=
Center
Design Data
Toe Reinforcing =
None Spec'd
fb/FB + fa/Fa
=
0.092
Total Force @ Section
lbs =
30.0
Moment.... Actual
ft-#=
30.0
Moment..... Allowable
ft-#=
324.8
Shear..... Actual
psi =
1.3
Shear..... Allowable
psi =
25.8
Added Force Req'd
....for 1.5: 1 Stability
0.0 Ibis OK
= 0.0 lbs OK
Footing Design Results
Rebar Depth 'd'
in =
Toe
Heel
Factored Pressure =
1,573
0 psf
Mu': Upward =
459
0 ft-#
Mu': Downward =
110
124 ft-#
Mu: Design =
349
124 ftp'
Actual 1 -Way Shear =
5.92
2.29 psi
Allow 1 -Way Shear =
85.00
85.00 psi
Toe Reinforcing =
None Spec'd
Equiv. Solid Thick.
Heel Reinforcing =
None Spec'd
Masonry Block Type = Normal Weight
Key Reinforcing =
None Spec'd
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
= 12.00 in
Key Width =
fm
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 =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S,* Fr
Heel: Not req'd, Mu < S " Fr
Key: No key defined
Footing Strengths & Dimensions
fc = 2,500 psi Fy = 40,000 psi
Min. As % = 0.0014
Toe Width
= 0.75 ft
Heel Width
= 1.25
Total Footing Width
=-2'0lT'
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
6.00
# 4
32.00
Edge
0.972
94.4
315.7
324.8
4.2
25.8
20.00
6.00
47.0
2.75
1,500
20,000
No
No
25.78
1.330
3.90
To specify your title block on
Title :
Job #
these five lines, use the SETTINGS
Dsgnr:
Date: 4:35PM, 23 APR 08
• main menu selection, choose the
Description
Printing & Title Block tab, and ent
Scope
your title block information.
Rev: 550100
User: KW-0604868, Ver 5.5.0, 25-Sep-2001 Cantilevered Retaining Wall Design
Page 2
(c)1983-2001 ENERCALC Engineering Software
Description FENCE WALL EXTENTION SIX FT. TOTAL HEIGHT
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
..... RESISTING .....
Force Distance Moment
Force
Distance
Moment
Item lbs ft ft-#
lbs
ft
ft-#
Heel Active Pressure = 39.4 0.50 19.7
Soil Over Heel =
41.3
1.63
67.0
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 = 90.0 4.50 .405.0
Soil Over Toe =
41.3
0.38
15.5
SeismicLoad =
oe
Surcharge Over Toe'-
Stem Weight(s) _.
Stem
305.5
1.00
305.5
Total = 129.4 O.T.M. = 424.7
Earth @ Stem Transitions=
Resisting/Overturning Ratio = 1.67
Footing Weight =
300.0
1.00
300.0
Vertical Loads used for Soil Pressure = 699.0 lbs
Key Weight =
Vert. Component =
11.0
2.00
21.9
Vertical component of active pressure used for soil pressure
Total =
699.0
lbs R.M.=
709.9
To specify your title block on Title: Job #
these five lines, use the SETTINGS Dsgnr: Date: 4:32PM, 23 APR 08
main menu selection, choose the
Description:
.Printing & Title Block tab, and ent Scope
your tide block information.
Rev:550100
User: KW -0604868, Ver 5.5.0, 25 -Sep -2001 Cantilevered RetainingWall Design Page 1
(c)1983-2001 ENERCALC Engineering Software g
Description RETAINING / FENCE WALL EXTENTION EIGHT FT TOTAL HEIGHT
Criteria
= 1,500.0 psf
Retained Height =
2.50 ft
Wall height above soil =
6.00 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 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
= 0.0
Passive Pressure
= 250:0
Water height over heel
= 0.0 ft
FootingIlSoil Friction = 0.300
Wind on Stem = 15.0 psf Soil height to ignore
for passive pressure = 0.00 in
Design Summary
Total Bearing Load = 1,156 lbs
...resultant ecc. = 5.29 in
Soil Pressure @ Toe
= 952 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1,264 psf
ACI Factored @ Heel
= 0 psf
Footing Shear @ Toe
= 8.0 psi OK
Footing Shear @ Heel
= 4.4 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
Thickness
Overturning
= 2.12 OK
Sliding
= 2.06 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 304.4 lbs
less 100% Passive Force= - 281.3 lbs
less 100% Friction Force= - 346.8 lbs
Added Force Req'd
= 0.0 lbs OK
....for 1.5 : 1 Stability
= 0.0 lbs OK
Footing Design Results
Rebar Placed at
Toe Heel
Factored Pressure =
1,264 0 psf
Mu': Upward =
1,022 0 ft_#
Mu': Downward =
288 227 ft-#
Mu: Design =
734 227 ft-#
Actual 1 -Way Shear =
7.98 4.40 psi
Allow 1 -Way Shear =
85.00 85.00 psi
Toe Reinforcing =
None Spec'd
Heel Reinforcing =
None Spedd
Key Reinforcing =
None Spec'd
Footing Strengths & Dimensions
fc = 2,500 psi
Fy = 40,000 psi
Min. As %
= 0.0014
Toe Width
= 1.25 ft
Heel Width
= 1.25
Total Footing Width
=5ij
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
Stem Construction Top Stem
2nd
3rd
Stem OK
Stem OK
Stem OK
Design height
ft=
6.50
2.50
0.00
Wall Material Above "Ht"
=
Masonry
Masonry
Masonry
Thickness
=
6.00
6.00
8.00
Rebar Size
=
# 4
# 4
# 4
Rebar Spacing
=
32.00
32.00
32.00
Rebar Placed at
=
Center
Edge
Edge
Design Data
fb/FB + fa/Fa
=
0.123
0.831
0.983
Total Force @ Section
lbs =
30.0
90.0
199.4
Moment.... Actual
ft-#=
30.0
270.0
586.1
Moment..... Allowable
ft-# =
244.2
324.8
608.4
Shear..... Actual
psi =
1.3
4.0
3.4
Shear..... Allowable
psi =
19.4
25.8
19.4
Bar Develop ABOVE Ht.
in =
20.00
20.00
20.00
Bar Lap/Hook BELOW Ht. in =
20.00
20.00
6.00
Wall Weight
psf =
47.0
47.0
84.0
Rebar Depth 'd'
in =
2.75
2.75
5.25
Masonry Data
I'm
psi=
1,500
1,500
1,500
Fs
psi =
20,000
20,000
20,000
Solid Grouting
=
No
No
Yes
Special Inspection
=
No
No
No
Modular Ratio 'n'
=
25.78
25.78
25.78
Short Term Factor
=
1.000
1.330
1.000
Equiv. Solid Thick.
in =
3.90
3.90
7.60
Masonry Block Type = Normal Weight
Concrete Data
fc
psi =
Fy
psi =
Other Acceptable Sizes & Spacings
Toe: Not req'd, Mu < S • Fr
Heel: Not req'd, Mu < S' Fr
Key: No key defined
• To specify your title block on
Title :
Job #
these five lines, use the SETTINGS
Dsgnr:
Date: 4:32PM, 23 APR 08
• main menu selection, choose the
Description
Printing & Title Block tab, and ent
Scope
your title block information.
Rev: 550100
User: KW -0604868, Ver 5.5.0, 25 -Sep -2001 Cantilevered Retaining Wall Design
Page 2
(c)1983-2001 ENERCALC Engineering Software
Description RETAINING / FENCE WALL EXTENTION EIGHT FT TOTAL HEIGHT
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
.....RESISTING.....
Force Distance Moment
Force
Distance
Moment
Item lbs ft ft-#
lbs
ft
ft-#
Heel Active Pressure = 214.4 1.17 250.1
Soil Over Heel =
160.4
2.21
354.3
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 = 90.0 6.50 585.0
Soil Over Toe =
68.8
0.63
43.0
SeismicLoad =
Surcharge Over Toe -
Stem Weight(s) =
492.0
1.54
755.5
Total = 304.4 O.T.M. = 835.1
Earth @ Stem Transitions=
Resisting/Overturning Ratio = 2.12
Footing Weight =
375.0
1.25
468.7
Vertical Loads used for Soil Pressure = 11155.9 lbs
Key Weight =
Vert. Component =
59.7
2.50
149.4
Vertical component of active pressure used for soil pressure
Total =
1,155.9
lbs R.M.=
1,770.8
Bin #
City of La. Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
U Quints, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
8`6
Project Address: Z ' Z �tJ �� S �� �a� e v
Owner's Name:�.,,�j�r
CC
-A. P. Number:
Address: Z--
Legal Description:
City, ST, Zip:
Contractor: 77 Ul
-
Telephoner
Address:
Project Description:
City, ST, Zip:
Telephone:
S e - , tU o •, f4—
State Lic. # :
`City Lic. #:.
1
C-Af-
Arch., Engr., Designer: fi( '�" onS�
12
o
Address: 7
City; ST, Zip: s f C celI; f ZLI
Telephone: (76 (2) T — 0.0'. 9Ri
State Lic. #:Project
Name of Contact Person: ��w�r� �� w t'�
L -
Construction Type: f0G_So �,-v Occupancy:
type (circle one): a Add'n Alter Repair Demo
Sq. Ft : #Sones: # Units: ,_.. • : ,
Telephone # of Contact Person: .
Estimated Value.of Project:
(teAPPL0ANT3f0 MOT WRITE BELOW THIS LINE .
#
Submittal
Req'd
Recd
TRACKING.
PERMTT FEES
Plan Sets
Z�
Plan Check submitted
5.v.
Item
Amount
Structural Cafes.
Reviewed; ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Pian Check Balance
Energy Cafes.
Plans picked up
Construction
Flood plain plan,
Plans resubmitted
Mechanical
Grading.plan
2•" Review, ready for corse oris/�ssue
Electrical
Subcontactor List
Called'Contact Person
Plumbing
Grant*Deed
Plans. picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:
Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of pei-mit issue
School Fees
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Total Permit Fees - - —
5P log