05-5257 (SOTB)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
05-00005257
Property Address:
50620 VIA PORTOFINO
APN:
772-490-012- - -
Application description:
STRUCTURES OTHER THAN BUILDINGS
Property Zoning:
LOW DENSITY RESIDENTIAL
AppllCSTlOn Valuation:
2000
Applicant:
Architect or Engineer:
P /
• "
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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: C8 C27 C29 License No.: 656128
/ate: bmmctor: _
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 ($500).:
(_ 1 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 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 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: A
LQPERMTT
Owner:
NRI CCP I
81100 AVE 53
LA QUINTA, CA 92253
Contractor:
CALIFORNIA POOLS & SPAS
P.O. BOX 1280
COACHELLA, CA 92236
(760)39.8-9222
LiC. No.: 656128
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/01/05
SEC
012005
;RF LA Qun.�.
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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
J 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 policy number are:
Carrier SEA3RIGHT INS Policy Number BB1050510
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 Cowl shall forthwith comply with those provisions.
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 propel y for inspection purposes.
n sur
' ature (Applicant or Agentl.
Application Number . . . . 05-00005257
Permit . . .
ELEC-MISCELLANEOUS
Additional desc . .
Permit Fee . . . .
15.75
Plan Check Fee
3.94
Issue Date
Valuation . . .
. 0
Expiration Date
5/30/06
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
1.00 .7500
PER ELEC
DEVICE/FIXTURE IST 20
75
----=-----------------------------------------------------------------------
Special Notes and Comments
FOUNTAIN PER APPROVED
STRUCTURAL
PLANS
------------------------------------------------------------7---------------
Other Fees . . . . .
. . . . STRONG MOTION (SMI) - RES
.50
Fee summary Charged
--------------------------------------
Paid Credited
----------
Due
Permit Fee Total
15.75
----------
.00 .00
15.75
Plan Check Total
3.94
.00 .00
3.94
Other Fee Total
.50
.00 .00
.50
Grand Total
20.19
.00 .00
20.19
LQPERMIT
PATRELL
ENGINEERING
GROUP, INC.
751 Sunny Grove Ln. • Glendora, CA 91741 • PH: (626) 335-4362 • FAX (626) 963-4812
ENGINEERING CALCULATIONS
AND DETAILS FOR
SPECIAL FREESTANDING
FOUNTAIN
MOSHIER RESIDENCE
80620 VIA PORTOFINO
LA Q U I N TA, CA
DATE: OCTOBER 15, 2005
ENGINEER: DOUGLAS R. FERRELL
RCE # 32994, CALIFORNIA
751 SUNNY GROVE LANE
GLENDORA, CA 91741
(626) 335-4362
Project:
PATRELL
ENGINEERING
GROUP, INC. Engineer:
751 Sunny Grove Ln. PH: (626) 335-4362
Glendora, CA 91741 FAX: (626) 963-4812 Date:
yrs
sw',;J�C�e
4 K J 01' Sheet I of
-----------------
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ENGINEERING
Client:
GROUP, INC.
Engineer:
Date: f1 K 0 Sheet of
651 E. Northridge Ave. 'PH: (626) 335-4362
Glendora, CA 91741 FAX: (626) 963-4812
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General Notes: OQRO ESS/0��
days.
1. Concrete - 2000 p.s.i. Min. @a 28
�� S
'T
2: Reinf. SteelGrade 40. fs=20,000 p.s.i.
3. Reinf. Steel -Laps - Min. V-8'.: COD Z
J
4. Concrete Masonry Units with type M".mortarfm=1500 p.s.i. O rn
u No.C32994
5. Grout -1 part cemerit'(plastic cement not•permitted) 21/4 to 3 parts sand,.2 parts pea gravel. p rr-.
6. Mortar type "M' or 'S" - 1 part cement,'/4 part hydrated lime or lime putty, sand. 21/4 - 3 times the Exp. 6/06
swwefewnertt-and lime. CIVIL
7 A# werkn anship and ri ia�s to conform with the UNIFORM BUILDING CODE. I
SOF CAV\F_
Patrell Engineering Group, Inc. Title Moshier Residence Pager
751 Sunny Grove Lane Job # Dsgnr: DRF Date: OCT 18, 005
Glendora, CA 91741 Description....
(626) 335-4362 Freestanding water feature, V-6" deep
Fax (626) 963-4812 This Wall in File: c:\prog-am files\rp2005\wallsfile.rp5
Retain Pro 2005 , 7 -April -2005, (c) 1989-2005
www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2001
Registration # : RP -1145535 2005001
Criteria
Toe Width =
Retained Height =
1.50 ft
Wall height above soil =
.8.00 ft
Slope Behind Wall =
0.00 : 1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
Wind on Stem = 15.0 psf
Surcharge Loads
Toe Width =
Surcharge Over Heel =
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
12.00 in
Axial Load Applied to Stem
Axial Dead Load =
0.0 lbs
Axial Live Load =
0.0 lbs
Axial Load Eccentricity =
0.0 in
*Design Summary
Footing Concrete Density =
Wall Stability Ratios .
Min. As % =
Overturning =
3.24 OK
Soil Data
Allow Soil Bearing = 1,000.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 30.0 psf/ft
Toe Active Pressure = 30.0 psf/ft
Passive Pressure = 150.0 psf/ft
Soil Density = 110.00 pcf
FootingIlSoil Friction = 0.650
Soil height to ignore
for passive pressure = 6.00 in
Lateral Load Applied to Stem
Lateral Load = 0.0 #/ft
...Height to Top = 0.00 ft
...Height to Bottom = 0.00 ft
Footing Dimensions & Strengths
Toe Width =
2.00 ft
Heel Width =
1:00
Total Footinc Width =
3.00
Footing Thictness =
12.00 in
Key Width =
0.00 in
Key Depth =
0.00 in
Key Distance from Toe =
0.00 ft
fc = 2 000 psi Fy =
40,000 psi
Footing Concrete Density =
150.00 pcf
Min. As % =
0.0018
Cover @ Top = 2.00 in @
Btm.= 3.00 in
Adjacent Footing Load
Adjacent Foding Load =
0.0 lbs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Ftg G_ Dist =
0.00 ft
Footing Type
Line Load
Base Above/3elow Soil
Soil Pressure @ Heel =
=
at Back of Nall
0.0 ft
Poisson's Ra:io =
0.000
Stem Construction , Top Stem 2nd
Stem OK Stem OK
Design Height Above Ftc ft = 2.00 0.00 /
Wall Material Above "Ht" = Masonry Concrete
Sliding =
5.75 OK
Thickness
=
8.00
12.00
Rebar Size
=
# 4
# 4
Total Bearing Load =
1,362 lbs
Rebar Spacing
=
16.00
32.00
...resultant ecc. =
1.40 in
Rebar Placed at
=
Center
Edge
Design Data
Soil Pressure @ Toe =
560 psf OK
fb/FB + fa/Fa
=
0.809
0.258
Soil Pressure @ Heel =
348 psf OK
Total Force @ Section
lbs =
112.5
204.0
Allowable =
1,000 psf
Moment.... Actual
ft-#=
421.9
884.0
Soil Pressure Less Than
Allowable
ACI Factored @ Toe =
657 psf
Moment..... Allowable
ft-#=
521.2
3,422.0
ACI Factored @ Heel =
409 psf
Shear..... Actual
psi =
3.6
2.0
Footing Shear @ Toe =
4.2 psi OK
Shear..... Allowable
psi =
19.4
67.1
Footing Shear @ Heel =
0.0 psi OK
Wall Weight
psf=
63.0
150.0
Allowable =
67.1 psi
Rebar Depth 'd'
in=
3.75
10.25
_
Sliding Calcs (Vertical Component Used) ---MP-SPLICE-IF-ABOVE-in---
-20-00-20.93-----
Lateral Sliding Force =
180.0 lbs
LAP SPLICE IF BELOW
in =
20.93
less 100% Passive Force= -
150.0 lbs
HOOK EMBED INTO FTG in =
6.00
less 100% Friction Force = -
885.3 lbs
Masonry Data
fm
psi=
1,500
Added Force Req'd =
0.0 Ibs OK
Fs
psi =
20,000
....for 1.5 : 1 Stability =
0.0 lbs OK
Solid Grouting
=
No
Load Factors
Special Inspection
=
No
Building Code
CBC 2001
Modular Ration'
=
25.78
Dead Load
1.200
Short Term Factor
=
1.000
Live Load
1.600
Equiv. Solid Thick.
in=
5.80
Earth, H
1.600
Masonry Block Type = Medium
Weight
Wind, W
1.300
Concrete Data
1
Seismic, E
1.000
fc
psi =
2,000.0
Fy
psi=
60,000.0 OQ)
r
J �
�� p No.C32994 M
Exp. 6/06
civil
q�OF CAUTO�`P
Patrell Engineering Group, Inc. Title Moshier Residence Page:
751 Sunny Grove Lane Job # Dsgnr: DRF Date: OCT 18,2005
Glendora, CA 91741 Description....
(626) 335-4362 Freestanding water feature, V-6" deep
Fax (626) 963-4812 This Wall in File: c:lprog-am files\rp20051wallsfile'rp5
Retain Pro 2005 , 7 -April -2005, (c) 1989-2005
www.retainpro.com/support for latest release Cantilevered Retaining Wall Design Code: CBC 2001
Registration # : RP -1145535 2005001
Footing Design Results
Soil Over Heel =
3.00
Toe
Heel
Sloped Soil Over Heel =
Factored Pressure
= 657
409 psf
Mu': Upward
= 1,204
0 ft-#
Mu': Downward
= 492
0 ft-#
Mu: Design
= 712
0 ft-#
Actual 1 -Way Shear
= 4.25
0.00 psi
Soil Over Toe =
Allow 1 -Way Shear
= 67.08
0.00 psi
Other Acceptable Sizes & Spacings
Toe Reinforcing
= # 4 @ 16.00 in
Toe: Not req'd, Mu < S' Fr
Heel Reinforcing
= # 4 @ 16.00 in
77-2.5
Heel: Not req'd, Mu < S ' Fr
Key Reinforcing
= None Spec'd
Earth @ Stem Transitions=
Key: No key defined
LSummary of Overturning & Resisting
Forces & Moments
841.3
....OVERTURNING..... ....RESISTING.....
45J.0
Force
Distance
Moment Force Distance Moment
Item
lbs
ft
ft-# lbs ft ft-#
Heel Active Pressure =
Toe Active Pressure =
Surcharge Over Toe =
Adjacent Footing Load =
Added Lateral Load =
Load @ Stem Above Soil =
93.8 0.83
-33.8 0.50
120.0 6.50
Total = 180.0 O.T.M. _
Resisting/Overturning Ratio = 3.24
Vertical Loads used for Soil Pressure = 1,361.9 lbs
Vertical component of active pressure used for soil pressure
DESIGNER NOTES:
'78.1
Soil Over Heel =
3.00
-16.9
Sloped Soil Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem=
0.00
780.0
Soil Over Toe =
113.0
1.00
110.0
Surcharge Over Toe =
Stem Weight(s) -
77-2.5
2.40
1,852.5
Earth @ Stem Transitions=
841.3
Footing Weight _
-
45J.0
1.50
675.0
Key Weight =
Vert. Component =
23.4
3.00
88.3
Total =
1,361.9
lbs R.M.=
2,725.8
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W No.C32994
* Exp. 6/06
cS's, CIVIL
OF CA0V-