BWFE2017-0047VOICE (760) 777-7125
78-495 CALLE TAMPICO-. •C�
4
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 3/21/2017
Application Number: BWFE2017-0047 Owner:
Property Address: 53985 AVENIDA DIAZ BARBARA PHELPS
APN: 774151024 217 W VISTA ROYAL CIR
Application Description: PEPE BUILDS / 100 LF OF COMBO N IDE NO L PALM DESERT, CA 0
Property Zoning: !9 J
Application Valuation:
Applicant: MAR 2 3 2017/042760
ntractor:
CORONEL ENTERPRISES INC RONEL ENTERPRISES INC
42760 MADIO STREET MADIO STREET
INDIO, CA 92201 �ESIG/V 'T yOL QUI, DIO, CA 92201
4ENTUEPARTMENT (760)775-1234
LIc. No.: 727199
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 Professions Code,
and my License is in full force and effect.
License Class: B License No.: 7271
Date: 3')L 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, after, 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).:
( ) 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.).
(� 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:
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
ok for which this permit is issued.
�r
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: BENCHMARK INSURANCE COMPANY Policy Number: CST5009346
_ 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 subl the
workers' compensation provisions of Secti 70 of the Lab .Code, 1 all foIthwith
comply with those provisions.
Date: 3 - -3 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS U\NLAWFUL,
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 Building Official 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 W. to laws rel ing to i g
construction, and hereby authorize representatives of this ci ent r upon th
above -mentioned property for inspection purposes. , �•
Date: 3 `a V Signature (Applicant or Agent):
Date: 3/21/2017
Application Number: BWFE2017-0047
Owner:
Property Address: 53985 AVENIDA DIAZ
BARBARA PHELPS
APN: 774151024
217 W VISTA ROYAL CIR
Application Description:.. PEPE BUILDS / 100 LF OF COMBO WALL INSIDE NORTH PL
PALM DESERT, CA 0
Property Zoning:
Application Valuation:
. Applicant:
Contractor:
CORONEL ENTERPRISES INC
CORONEL ENTERPRISES INC
42760 MADIO STREET
42760 MADIO STREET
INDIO., CA 92201
INDIO, CA 92201
(760)775-1234
LIc. No.: 727199
Detail: 100LF OF COMBO W/2' RETAINING INSIDE PL [OTHER ADDRESS SPECIFIC SPECIFICATIONS]
PRECISION CONCRETE BLOCK SHALL BE COVERED WITH
STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY.'THE
AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL
BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY
MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA
BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0
$30.40
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 1001F
101 0000-42404
0
-$50.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT,
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$6333
Total Paid for BLOCK WALL: $144.40 .,
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-436.11
0
$5`.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
TOTALS:4•
MAR/21/2017/TUE 10:33 AM Coronel Enterprises FA1i No.7607755353 " P.OIJI
• � City of La Quinta
shy:.xa'?�'
Building & Safety Divislor
4 ' P.O. Box 1 SO4 • ,
,
i'.errtlit - 78-495 Calle Tampico .'
1a QuinEa, CA 92253
Application Tracking Sheet
Building Permit and
Project Address:S3 S Owner'sTlame:
A. P. Number:
Address: �•o
Leal Descriprion:
Ciry,ST, Zip:
Telephone: - 761
Contractor: o t.`
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Address: y j
project Description:
Cite-ST. ZiP:
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Telephone: �7Lo�....>..........
\\
State Llc_ r : - City Lic. 9:
Designer:
,
Address:
City_ ST- Zip:
L3M e, t «
Telephone: ro;: »». %aoe.
Construction Type: Occupsacy.
<,t�<
q�Rws„,<•,
$ra[e Lic_
Project type (circle one): Few Add'u Alter Repair r?emo
Name of COnl3ct Pcr50h:
5q- FL.
;Y Stokes:
#Units: '
?clephone --of Contact Person: :3x�3
P.sdrnzted Valuc of Project: 3�o
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BUILDING & SAFETY DEPT.
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APPROVED
FOR CONSTRUCTI N
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9.725
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2'-0" RETAINING FENCE AT PROPERTY LINE
CITY OF LA QUINTA
2-04 CONT APPROVE
FOR CONSTRUCTI N
DATE 3IRL-7 8Y_&I_
b' CM BLOCK --
SOLID CsROUT
W/04m32'Mm
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SOLID CiR.OUT -'A
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DOWELS 3-04 T45 -
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` . 69349 SCALE: 3/4"= V-0"
* s j o e s * PROJECT: 53985 AVENI DA DAZ
H T K.ST�Ri)UICoTURAn Street - S itENi)oGINEER- Poway, CAs2, LLP �l9lE CIVIL �Q���P JOB NO.: 17-313
(858) 679-8989 - WWW. HTKSE.COM - Fax (858) 679-8959 �F �AL�E DATE: 2/21 /201 7
IAZ
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PROJECT: S3 15 S_ Au.,mo 'v1TY OF LA QUI
.- & SA :1 -PT. I
APPR
DESIGN ASSUMPTIONS: rUri UUNb I
i
CONCRETE STRENGTH AT TWENTY EIGHT DAYS:_4psi
MASONRY: GRADE "Nt' CONCRETE BLOCK F' M = I P-V PSI
MORTAR: TYPES 1,808 PSI
GROUT: 2000 PSI ' t
REINFORCING STEEL: A-615 = GRADE 40: #4 AND LESS (U.O.N.)
GRADE 60: #5 AND LARGER `
STRUCTURAL STEEL: A-36
LUMBER: DOUGLAS FIR -LARCH
JOISTS
#2
BEAMS AND POSTS
#2 .
STUDS
STUD OR BETTER
SEISMIC FORCE: � - " 1
,
REPORT BY: Ot.t (A) S:
WIND FORCE: " ' (�O J
REPORT NO,� SOIL PRESSURE:
DESIGN LOADS:
ROOF DEAD LOAD
FLOOR DEAD LOAD WALL DEAD LOAD
SLOPING FLAT
INT. EXT.
ROOFING
FLOORING INTERIOR 10 PSF
PLYWOOD
'PLYWOOD EXTERIOR4 16 PSF
JOISTS
JOISTS
INSUL. & CLG.
INSUL & CLG.
M ISC.
M ISC. ,
TOTAL = ,
_
TOTAL
'ROOF LIV AD
FLOOR LIVE LOAD ,
SLOPING =
INTERIOR 40 PSF
FLAT =
BALCONY 60 PSF (U.O.N.)
'
EXIT WALKWAY 100 PSF '
These calculations are limited only to the items included herein, selected by the client and do not imply approval of any
other portion of the structure by this office. These calculations are not valid if aRere_ d in any way, or not accompanied by a
wet stamp and signature of the Engineer of Record.
Job No.
Designed By
Date
N 3), 3. ► a
-
' 3 Zv
- San-Dielle 14288 Danielson Street, Suit. 0 200, Poway, CA 92666, (858) 679.8939, fa■ (858)'679-8959
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This Wail in File: XXServer01ld1ENGINEERING FILESMB Calculatiarrs`Retain Proimadero.RPX
ReteMPro (c)1187-2016, Bulld 11.16.11.12
License: KW-M56M9 Cantilevered Retaining Wail Code: C8C 2016,ACI 318-14,AC1530-13
License To • LMr STRUCTURAL G
b Eid IEERS
Criteria
Retained Height =
2.00 ft
Wall height above soil =
5.33 ft
Slope Behind Wall =
0.00
Height of Soil over Toe =
6.00 In
Water height over heel =
0.0 It
Load Factors
Building Code
Dead Load
Live Load
Earth, H
Wind, W
Seismic, E
CBC 2016,ACI
1.200
1.600
1.600
1.000
1.000
Soil Data and Lateral Earth Pressure
9
Allow Soil Bearing =
1.995.0 Psi`
Soil Density, Heel __
110.00 poi
Equivalent Fluid Pressure Method
Soil Density, Toe =
0.00 pcf
At -Rest Heel Pressure =
38.0 psf/ft
FootlngllSoil Friction =
0.400
=
Soil height to ignore
Passive Pressure =
250.0 psf/ft
for passive pressure =
12.00 In
Surcharge Loads
Surcharge Over Heel =
0.0 psi
Surcharge Over Toe =
0.0 psf
Used To Resist Sliding & Overturning
Used for Sliding & Overtuming
Axial Load Applied to Stem
Axial Dead Load =
Mal Live Load =
0.0 Ibs Axial Load Eccentricity
0.0 Ills
0.0 in
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This Wall in File: 1\Server01ld1ENGINEERING FiLES\BS1Calculations\Retain Prolmadero.RPX
RetaJnPro (c►1987-M% Build 11. M1.12
Ucense :KW-NO56 O Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13
License To: HTK STRUCTURAL ENGINEERS
Lateral Load Applied to Stem
Lateral Load 0.0 #/R
...Height to Top = 0.00 it
...Height to Bottom 0.00 ft
Load Type = Wind (W)
(Service Level)
Wind on Exposed Stem
Wind on Exposed Stem = 0.0 psf
(Service Level)
Adjacent Footing Load
Adjacent Footing Load = 0.0 Ibs Footing Type Line Load
Footing Width = 0.00 it Base Above(Below Soil
Eccentricity = 0.00 in at Back of Wall = 0.0 ft
Wall to Ftg CL Dist = 0.00 ft Poisson's Ratio _ 0.300
Stem Weight Seismic Load
Fp / W p Weight Multlpller = 0.214 g Added seismic bass force = 69.7 Ibs
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Job # : Dsgnr. Date: 20 MAR 2017
Description....
This Wall in File:llServer011d1ENGINEERING_FILESIBS1Calculations\Retain Prolmadero.RPX
License , KtalnPro W-1987-2016, Build 11.18.11.12
OWS6849Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13
Llcanna Tn . NTK RTRIICTI IRei Ckle'- rccoc
Wall Design Summary
Stability Ratios
Overturning
1.84 OK
Sliding
= 2.46 OK
Soil Bearing
Total Bearing Load
= 1,089 Ibs
...resultant ecc.
= 8.06 in
Soil Pressure @ Toe =
1,964 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
1,995 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
2,749 psf
ACI Factored @ Heel =
0 pst
Footing Shear @ Toe =
0.0 psi OK
Footing Shear @ Heel
3.4 psi OK
Allowable =
75.0 psi
Sliding
Resisting Forces
Sliding Forces
Vertical Forces
Force
Lateral Forces
Force
Soil Over Heel
311.6 Ibs
Heel Active Pressure
171.0 Ibs
Sloped Soil Over Heel
0.0
Surcharge over Heel
0.0
Surcharge Over Heel
0.0
Adjacent Footing
0.0
Adjacent Footing Load
0.0
Surcharge Over Toe
0.0
Axial Dead Load on Stem
0.0
Load @ Stem Above Soil
0.0
Axial Live Load on Stem
Omit
Added Lateral Load
0.0
Soil Over Toe
0.0
Seismic Load
0.0
Surcharge Over Toe
0.0
Selsmio-Self-weight
69.7
Stem Weight(s)
465.3
Lateral on Key
0.0
Earth A Stem Transitions
0.0
Footing Weight
312.5
Totals =
240.7 Ibs
Key Weight
0•0
*Includes water table effect
Vert Component ** 0.0
Total Vertical Loads 1,089.4 Ibs
' Axial live load NOT included in total displayed , or used for overturning
or sliding resistance, but is included for soil pressure calculations.
Sliding Calcs
Lateral Sliding Force = 240.7 Ibs
less 100% Passive Force = 156.3 Ibs
less 100% Friction Force = 435.7 Ibs
Added Force Req'd = 0.0 Ibs OI<
....for 1.5 Stability = 0.0 Ibs ON
Vertical component of active lateral soil pressure IS NOT considered in
the calculation of soil bearing pressures.
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Date: 20 MAR 2017
This Wall in File: k\Server011d1ENGINEERING FILESIBS1CalculationslRetain Pm\madem.RPX
Llceres0: KW -tiro, a4e' oullu 10 " Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13
License To: HTK STRUCTURAL ENGINEERS
Overturning
Resisting Moments
Resisting Moments
Force
Distance
Moment
Soil Over Heel
311.6
Ibs 1.37ft
428.4ft-#
Sloped Sal Over Heel
0.0
Surcharge Over Heel
0.0
Adjacent Footing Load
0.0
Axial Dead Load on Stem
0.0
Axial Live Load on Stem '
0.0
Soil Over Toe
0.0
Surcharge Over Toe
0.0
Stem Weights)
465.3
0.28
129.3
Earth @ Stem Transitions
0.0
Footing Weight
312.5
1.04
325.4
Key Weight
0.0
2.50
Vert Component
0.0
Total Vertical Loads
1,089.4
Ibs
a
Resisting Moment
883.1 ft-##
Eccentricity
8.1 in
Axial live load NOT included in total displayed, or used for overtuming or sliding resistance, but is Included for soil pressure calculations.
Overturning
Overturning Moments
Overtumina Moments
Heel Active Pressure
Surcharge over Heel
Adjacent Footing
Surcharge Over Toe
Load @ Stem Above Soil
Added Lateral Load
Seismic Load
Seismic -Self -weight
Totals =
Force Distance
Moment
171.0 Ibs 1.00 ft
171.0 ft- #
0.0
0.0
0.0
0.0
0.0
0.0
69.7 4.44
309.3
240.7 Ibs
Overturning Moment
480.3 ft-#
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Date: 20 MAR 2017
This Wall in File: \lServer0l\MENGINEERING FILES\BS\Calculations\Retain Prolmadero.RPX
RetainPro (c)1987-2016, Build 11.16.11.12
License: KW-06056849 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13
License To: HTK_STRUCTURAL ENGINEERS
Stem Desigin Summary
2nd
Design Height Above Ftg
ft
2.00
j Wall Material Above "Ht"
-
Mary
Design Method
=
ASD
Thickness
=
6.00
` Rebar Size
=
# 4
Rebar Spacing
=
32.00
Rebar Placed at
i
=
Cater
fb/FB + fa/Fa
=
0147
Total Force @ Section
Service Level
Ibs =
46.3
Strength Level
Ibs =
Moment.... Actual
Service Level
ft-# =
123.6
Strength Leve
ft-#
Moment..... Allowable
ft # =
501.0
r Shear.... -Actual
Service Level
psi
0.7
j Strength Leve
psi =
Shear..... Allowable
psi =
45.0
Anet
in2 =
67.50
Rebar Depth 'd'
In =
2.75
Masonry Data ---
i Pm
psi =
1,500
Fs
psi =
32,000
Solid Grouting
=
Yes
Modular Ratlo'n'
=
21.48
1 Wall Weight
psf =
58.0
Short Tenn Factor
=
1.000
' Equiv. Solid Thick.
in -
5.60
I Masonry Block Type
-
Medium Weight
Masonry Design Method
=
ASD
Concrater Data
psi =
Fy
psi =
Bottom
Stem OK
0.00
Masonry
ASD
8.00
# 4
16.00
Edge
0.243
145.7
290.3
1,193.2
1.6
45.2
91.50
5.25
1,500
20,000
Yes
21.48
78.0
1.000
7.60
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This Wall in File:\lServer0l\d\ENGINEERWG_FILES\BS\CalculationslRetain Prolmadero.RPX
RetalnPro (c) 1987-2016, Build 11.16.11.12
License: Kw-06as664s
Cantilevered Retaining Wall
Code: CBC 2016,ACI 318-14,ACI 530-13
License To: HTK STRUCTURAL ENGINEERS
Footing Dimensions & Strengths
Toe Width -
0.00 it
fc
= 2,500 psi
Heel Width =
2.08
Fy
= 60,000 psi
Total Footing Width =
2.08 ft
Footing Concrete Density = 150.00 pcf
Footing Thickness =
12.00 In
Min. As %
= 0.0018
Key Width =
12.00 In
Rebar Cover
@ Top = 2.00 in
Key Depth =
2.00 In
-
@ Bottom = 3.00 in
Key Distance from Toe =
0.00 ft
Footing Design Results
Toe
Heel
Factored Pressure =
2,749
0 psf
Mu': Upward =
0
36 ft-#
Mu': Downward =
0
550 ft-#
Mu: Design =
0
514 ft-#
Actual 1-Way Shear =
0.00
3.39 psi
Allow 1-Way Shear =
0.00
75.00 psi
Toe Reinforcing = # 7 @ 16.00 In
Heel Reinforcing = # 6 @ 16.00 in
Key Reinforcing = None Spec'd
Other Acceptable Sizes & Spacings
Toe: - Not req`d: Mu < phi'5'lambda'sgrvcrsrn
Heel: Not req'd: Mu < phi'5'lambda'sgrt(f c)•Sm
Key: Not req'd: Mu < phi 5'lambda"sgrt(f crsm
Min footing T&S reinf Area
Min footing T&S reinf Area per fc
If one layer of horizontal bars:
#4@ 9.26 in
#5@ 14.35 in
#6@ 20.37 in
Tilt `
0.54 in2
0.26 in2 ift
If two layers of horizontal bars:
#4@18.52in
#5@ 28.70 in
#6@ 40.74 in
Horizontal Deflection at TOD of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction Modulus 250.0 pci
Horizontal Deft @ Top of Wall (appro)imate only) 0.192 in
The above calculation is not valid if the heel soil bearing Pressure exceeds that of the toe
because the wall would then tend to rotate into the retained soil