04-4832 (BLCK)0
). Box 1504
-495 CALLE TAMPICO
QUINTA, CALIFORNIA 92253
Number
Property Address . . . . .
APN:
Application description . . .
Property Zoning . . . . .
Application valuation . .
BUILDING PERMIT
BUILDING & SAFETY DEPARTMENT
(760),777-7012
FAX (760) 777-7011
INSPECTION REQUESTS (760) 777-7153
04-0.0004832 Date
50021 VIA PUENTE
772-370-048- - -
WALL/FENCE
LOW DENSITY RESIDENTIAL .
1500
6/09/04
Owner Contractor
R J T HOMES RJT HOMES LLC
.1425 E UNIVERSITY DR 1425 E. UNIVERSITY DRIVE
PHOENIX AZ 85034 PHOENIX AZ 8503.4
WCC: STATE FUND
WC: 1583906 10/01/04
CSLB: 690645 06/30/04
CCC: A -B
------------------
----------------------------------------------------------
Permit . . . . . WALL/FENCE PERMIT
------Addi_t-i.onal----de.sc._.
Permit Fee . . . 35.00 Plan Check Fee 3.75
Issue Date . . . . Valuation- 1500
Qty Unit Charge Per Extension
BASE FEE 15.00
10.00 2.0000 HND BLDG 501-2,000 20."00
--------------------------------------"--------------------------------------
Special Notes and Comments
MAIL BOX SENTRY. CREDIT FOR REPEAT PLAN
CHECK 75%.
Fee summary Charged Paid Credited
Permit Fee Total 35.00 .00 .00
Plan Check Total 3.75 .00 .00
Grand Total 38.75 .00 .00
Due
35.00
3.75
38.75
•
P.O. Box 1504 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: Date: Z1- o
Applicant: I Architect or Engineer:
Applicant's Mailing Address:
Architect or Engineer's Address:
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
Code, and my Licerys�a i�in f e and effect. / 470
cense Class _ ��G�� ✓License No.
4�C .
OWNER -BUILDER DECLARATION
I 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 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 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 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 contractors) 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
bLof the work for which this permit is issued.
I have and will maintain workers' compensatio urance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. y workers' compensation i nce carrier aggd of bgr are:
Carrier .S olicy Number /� J 7
_ 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.
" ppli.
ate Ant
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 ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name
Lender's -Address
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnity and hold harmless the City of La Quinta, its
officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced within 160 days from date of issuance of such -permit, or
cessation of work for 180 days will subject permit to cancellation.
certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby au/thori/ze representatives of this county to enter upon the above-mentioned property for inspection purposes.
e q Q h Signature (Applicant or Agent):
0
SL -7 IS. Co F -FF .
2's(.44)(1-0 1)(t
Steel Trellis with 3x8,
ledger/perimeter and 3x6
interior members
W )Nt> QILiass .
s 1�: ps%
a'
13 l h pD.
I'p'y 3%y„� A •f3 i
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5 T.O.$ . I
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PSF I r L i W pEL A -S
(Z)O53)(100� d
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I r §ot.tp I
1 GIt0arSD I
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wAILA,5 I
I
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1 L I I
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Two 6" masonry walls at * -�• 6134/0(o
f'l"apart. A 3'x3'6 opening for
gang mail boxes an the same9 CN14 ��P --- W
side as the trellis. wall to
hove masonry cap and stucco
exterior. (3 4
CM u rA a 15ao fs cy
tf 4 P. 240,E
Nc0 SPECIAL INSpEGZ?0{�1
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vPew tofu
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I BEAM S A -r
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IS 21500 Ps.
CONCIZ61
CSR_ Coo RE
Tp specify your title block on
these five line'S,''use the SETTINGS
main menu selection, choose the
Printing & Title Block tab, and ent
your title block information.
qe. -554106 -----
_.. _._..._ _ _....
.1se: KW0602745, Ver 5.5 0, 25 -Seo -2001
Title
Dsgnr:
Description :
Scope
Cantilevered. Retaining Wall Design
Description WALL DESIGN ONLY
Criteria
= 906 psf OK
Retained Height =
1 00 ft
Wall height above sal =
9.00 ft
Slope Behind Wail =
0.00 1
Height of Sal over Toe =
12 00 in
Sal Dernsdy =
110 00 pct
Wind or. Stem =
23 3 psf
Axial Load Applied to Stem
Design Summa.�
Total Bearing l.oad � � 1.784 lbs
resultant ecc. = 9 75 in
Soil Data
= 906 psf OK
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 h
FootingllSoil Friction
= 0.300
Soil height to ignore
Allowable
for passive pressure
= 0.00 in
Soil Pressure @ Toe
= 906 psf OK
Soil Pressure @ Heel
= 0 psf OK
Allowable
= 1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe
= 1.251 psf
ACI Factored @ Heel
- 0 psf
Footing Shear @ Toe
7.2 psi OK
Footing Shear @ Heel
= 6.1 psi OK
Allowable
= 85.0 psi
Wall Stability Ratios
6.0c
Overtuming
= 2.58 OK
Sliding
= 3.92 OK
Sliding Calcs (Vertical Component Used)
Lateral Sliding Force
= 298.3 lbs
0%
less 10Passive Force= - 632.8 lbs
!ess 100% Friction Force = - 535.2 lbs
Added Force Reo'd
= 0.0 lbs OK
for 1 5 1 Stability
- 0 0 Ibs OK
Footin Design Results
Factored Pressure =
,21 0 ps
Mu' Upward =
2.002 0 R
Mu'' Downward =
799 949 ft
Mt: Desigr =
1.203 949 h
Actual 1 -Way Snear =
7.22 6.09 ps
Aliow 1 -Way Sneiar =
85.00 85.00 ps
Toe Reinforcing =
N" Sped
Heel Reinforcing =
N*V Speed
Key Reinforcing =
Nolte Speed
Axdal Dead Load - 100 0 lbs
At
Min. As % =
Axial Live Load =
0.0 lbs
; 33
Stem Construction
`. Top Stem
Total Footing Width -
w
Sten 0-1
Design height
ft =
0,0;
Wall Material Above "Ht-
=
Masonry
Thickness
=
6.0c
Rebar Size
=
4
Rebar Spacing
=
48 CC
Rebar Placed at
=
Edge
Design Date
fb1FB; fA(Fa
Total Force @ Section
lbs =
227.;
Moment.... Actual
ft- =
1.159.:
Moment.....Allowabie
=
3.276.(
Shear ... Actual
psi =
7.:
Shear ... Allowable
osi =
25.(
Bar Develop ABOVE Ht
in=
30 0(
Bar Lap/Hook BELOW Ht
an =
6 0(
Wali Weight
=
45.(
Rebar Depth 'cr
:r. =
166"
Masonry Data
rm
ps. _
' 50(
F5
ps; =
24.00!
Soiid Grouting
=
`v(
Special Inspection
=
Ni
Modular Ratio'n'
=
2571
Short Term Factor
=
1.33(
f Equiv. Solid Thick.
in =
3.7(
Masonry Block Type =
g Concrete Data
rc
psi =
i Fy
PSI=
i Other Acceptable Sizes & Spacings
Toe:
Hee+:
Key:
Jobp
Date: 3-52PW 28 JIJN C« .
Page
Footing Strengths & Dimensions
rc = 2.500 ps Fy - 50.000 ;:si
Min. As % =
:. 03114
Toe Width =
; 33
Heel Width -
s�
Total Footing Width -
4 2E
Footing Thickness =
• 5 00 1 -
Key
Key WidM
C 0") -r•
Key Depth. _
00!r
Key Distance from Toe =
a3 f:
Cover @ Top = 3.00 to
a Stm = 3 0:.r
Axial load Eccentricity =
;? 0 i -I
IbU I I i 1011 LA"QUINTA HAUEC
20 .7
�
r=_,hU:r� its
;GENTRALI,zD MAIL DELIVERY
Type 1 8 Box Unit
Installed Height: 62"
Depth: 17-1211
n
Type IV 1.3 Box Unit
...Anstalled Height: 6211
Depth; 17-1/21,
Wldth:.28-1/21'
ht (with pedestal): 143 lbs, -
Q
10
dard Compartments'. 13
Standard Co
tment Height: 4-3/4"
Qty.. Of Parcel Compa
nts: 1
Width: 28-1/21,
y. 0 arce, Compartments: I
-..:Weight (with pedestal): 122 lbs.
Outgoing, -Mail Comportments:1
Qty, of Stand'ard'Compartments: 8
Standard Compartment Height- 3"
Outgoing Mail Compartments, I
Qty. of Parcel Compartments: 2'
Parcel Compartment Heights: 10'13'
Outgoing Mail Compartments: I
Type 11 -12 Box Unit
installed Height: 62"
'Type Ill 16 Box Unit
Depth: 17-1/2"
Width: 28-1/2"
y :: '
Weight *(with pedestal): 122 lbs.
Depth: 17-1/21'
Qty. of Standard Compartments: 12
Y'
Standard Compartment Height- j"
Weight (with pedestal): 148 lbs.
Qt f 0
n
Type IV 1.3 Box Unit
...Anstalled Height: 6211
Depth; 17-1/21,
Wldth:.28-1/21'
ht (with pedestal): 143 lbs, -
Q
10
dard Compartments'. 13
Standard Co
tment Height: 4-3/4"
Qty.. Of Parcel Compa
nts: 1
-Parcel CorTipa4ment Heigh
y. 0 arce, Compartments: I
Outgoing, -Mail Comportments:1
Parcel Compartment Height: 10"
Outgoing Mail Compartments, I
'Type Ill 16 Box Unit
Installed Height: 62" -
Depth: 17-1/21'
..Width: 28
Weight (with pedestal): 148 lbs.
Qty. of Standard Compartments: 16
Standard Comportment Height: 3"
Qty. of Parcel Compartments: 2
Parcel Compartment Heights: 10" &'13"
v
Oufdoing. Mail Comportments:'l
m�
n
Type IV 1.3 Box Unit
...Anstalled Height: 6211
Depth; 17-1/21,
Wldth:.28-1/21'
ht (with pedestal): 143 lbs, -
Q
10
dard Compartments'. 13
Standard Co
tment Height: 4-3/4"
Qty.. Of Parcel Compa
nts: 1
-Parcel CorTipa4ment Heigh
Outgoing, -Mail Comportments:1